erection instructions for the us navy steel arch rib ... r… · place the 6" channel plates...
TRANSCRIPT
FRAME
REFER TO
SUGGESTIONS TO ERECTOR
PAGE 13
BEFORE STARTING
ERECTION
BULKHEAD
1 Foundation Set anchor bel
crete Lay channel plate ( See pag
2 Frame Assemble and raise ribs -
COMPLETE BULKHEAD
SIDE COVERING
(See pages 4 and 5)
3 Bukhead Assemble bulkh~_
studs Hang doors install wi1ltW
gated iron sheets louvre and ~=-
and 7 8 and 9)
4 Covering Nail cc pound
the building to the p ~
5 Clean Up ~
for future us-=
BASIC UNIT
FOUNDATION
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13
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-
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f We 1 4 0
P2 P2
CONCRETE FLOOR SLAB
I = d
~ ~ a
P2 -k 6i P2 15a ~ 7middot -
30 3 0 3 0 1210 3 0 3 0 30 11 4 0
414
OUT TO OUT OF FOUNDA nON
PLAN OF ANCHOR BOLTS AND CHANNEL PLATES
2
FOUNDATIONS IN PLACE
z
i o
o u u o l o o l o
3 middot
CORNER DElAIL
CHANNEL PLATE
WASHEII ----~
CHAHNfl PlJIn
PLATE AND ANCHOR BOLT
__~
-
bull
bull
ASSEMBLE RIBS
Place the 6 channel plates over the anchor
bolts set in the concrete square and level the
plates and bolt them down The 3 channel
plates at the ends of the building will be placed when
the bulkhead framing is erected
1 Place concrete forms pour the concrete Place the
V2 round by 8 long anchor bolts accurately (see
foundation plan) using the 6 channel plates as temshy
plates or measuring along forms and using points onbull the forms as off-sets to position off center lines of
anchor bolts
2 After the concrete has hardened remove the woodshy
en form work
3 Lay the 6 channel plates which are punched to fit
over the bolts in position down the sides of the build-
ON GROUND
ing starting with the end channels a
are marked P-1 (4 2 long) a nc
3 10 apart
--
4 Square the plate layout and 1 --=
that the 40 6 dimension across -~
line to centerline of plates is m
chor bolts have been improper
not be laid square cut new ho5
cold chisel or a torch Plates shy
work will fit
middot =
5 Carefully level the pla~
bolts When plates are ~
with cement mortar s lp
bolts and draw nuts do
can be poured conmiddote~_
about ten feet wide to shy
BASIC UNIT FRAME
TYPICAL RIB AND PURLIN FRAMING DIAGRAM
RIa SPLICE PLATE
ALL RIB SECnON5 MK RI
END RIB
SPLICING RIB
COMPLETED SPLICECORNER DEYAIL 4
IT E
ERECT FIRST RIB
2 HOLTITE SCREWS
RIB AND PURLIN
The frame consists of a series of semi-circular
II ribs assembled from three sections and spaced
at 4 0 on center The ribs are secured to the
channel plate at the bottom At the top of the building
there are twelve rows of steel purlins which run lengthshy
wise of the building and are screwed to the ribs
1 Assemble all the ribs on the ground Each rib conshy
sists of three sections each marked R I Assemble the
ribs near their location in the building To do this
place the sections on the ground near their location in
the plates and join the three sections with two splice
plates at each joint one on each side of the rib and 314 x 11f2 bolts with washers (See photos)
2 To raise the ribs construct three light movable
platforms out of crating lumber two sections 13 0
high and one section 15 6 high will be satisfactory
The ribs can then be easily raised in the manner shown
in the accompanying photographs
Raise the ribs Raise an end rib first then follow with
the others in sequence securing each rib as it is raised
P6
ERECT lAS
to the channel plate with fO ll
detail )
3 As successive ribs are ra~_
= between them noting that the 1 -
of the building receives two
marked P6 punched for brace -i
ends of these pieces over the fle~s _
around rib flange and nail t o Il~ - ~
4 After the first four ribs ta 0
_SO=i
them and brace them with p - -
and nailed to the inside of t f
in place raise the remaining - _ f
the successive ribs are e rec+
5 Attach the purlins
two Holtite screws place
ma ~_ =
~~
~ bull
detail) but use four sc
purlins should be erec
the staging that is tte shy
operation
BASIC UNIT BULKHEAD FRAMING
BULKHEAD FRAMING
~
DETAIL OF RAFTER CLIP
W IND GIRT AT RIB
T48 CONNECTION TO STUD W IND GIRT SPLICE
bull
6
3 CHANNEL DOOR
JAMB MK P8
- - ---J
Y2 DIA x 8 HOOK
- -
~~_ --~
= shy
BULKHEAD FRAME
Note For details not shown hereon see pages 15 16 and 28
II Assemble the bulkhead frame on the ground Raise the complete frame utilizing the staging previously built for erecting the ribs
1 Lay the channel plates P-2 near their location at either side of the doorway Then lay the vertical studs with their lower ends at their positions in the channels and their upper ends resting on saw horses
2 Attach the channel jambs marked P-8 to the jamb studs marked S-4 then secure the channel header marked P-7 to the jambs and insert studs marked S-5 and fasten with Holtite screws
3 To the frame thus assembled add the vertical studs S-l S-2 S-3 and S-4 and the horizontal girts T-24 and T-48 using Holtite screws at each connecshytion ( See detail)
4 Connect the wind girts maked TIL and T1R with splice plates marked B-6 Secure to bulkhead frame with four Holtite screws at each stud
S Bolt the angle brackets marked L-2 and L-3 to wind girt through holes provided for this purpose Do not connect braces marked L-1 until bulkhead is raised
6 Attach the rafter clips marked RC 1 to the tops of the vertical studs marked S-l S-2 S-3 S-4 and S-5
3 0 STUDS
3 CHANNEL PLATE MK P2
ANCHOR BOLTS
MK C WITH WASHER AND SQUARE NUT
Slip these clips over the studs clips over the flanges of the st_cpound ing part of the clips to the ap assume when in place Do not =shyuntil later since they may ha c after the frame is raised ( See =7 Square the entire bulkheaing Hold it square by means _ ally and nailed directly to the door opening Leave ths ~ framing is raised and secure ~
8 Raise the frame even - position After the frame - fully Then level it with s grout under the channe =-= Bulkhead must be leve 5 _ - _
9 Bolt channels dow ~--
10 Adjust rafter cli i - -
clip is snug agains~ tr each clip to the st d - shy
11
~ _~---
shy _ -
61 channel markec p F ~ -~ that purpose am __ ~ _ section header ( See - -
___
DETAIL SHOWING BULKHEAD CORRUGATED SHEET LAP
~~~~~~~li~~~~~~~~f11~f~Tri 1-26(
2-26~ ( 52 CORR SHEETS
_ _2-26 - 2~ - -shy -shy - C~~ ~EETs --shy~
STEEl DECKiNG DOOR
I1II I CORIi ASPHALT STRIP AT DOOR JAMB I
[ aUILDING
SYMMETRICALr FACE Of JAMB ABOUT
_____ __-sov_ ----Ii----------shy shy- -----shyIRIS
BASIC UNIT
BULKHEAD COVERING DOORS AND WINDOWS
DETAILS OF LOUVRE
1+shy---shy 3 STUD
80 DOUBLE HEAD
NAILS WITH STEEl
6 VfRTCAL AP
CORR SHEETS
2 HORIZONTAL LAP
LOuVRE UNT
HOlmE SCREWS
J-20 CORR SHEET
CORR SHEET
~ 52 middot
52~
2 0 - 6 jDOOR STAY ROLLER
ONE HALF BULKHEAD ELEVATION SHOWING CORRUGATED SHEnS (OTHER HALF SIMILAR BUT OPPOSITE HAND)
8
IBULKHEAD COVERING
3 STUDS
REINFORCING ANGLE
11=~-- K SCREWS
gtP~H-----shy SASH AND FRAME HANGER BRACKET FOR DOOR TRACK
DETAIL AT WINDOW HEAD
~----3 STUD shy
SASH-FRAME
SASH
8D NAILS
- FLASHING
HOL TlTE SCREWS
BOTTOM CORNER OF WINDOW
Install the doors and windows before applying the bulkhead covering The bulkhead covering then must be applied before the sides of the building are covered
1 Doors Bolt the brackets that support the door track to the door header (see detail) Attach a tab marked W101 and a wedge marked W100R or W100L to the bottom of each door leaf These serve respecshytively to keep the door clear of the screw heads in the channel plate and to hold it tight against the jamb when closed Hang the doors then locate the center door stop and secure it to the concrete With the door in closed position locate the door stay rollers at each jamb so the doors are held firmly against the jambs (See detail)
2 Windows Assemble the window frames from the knocked-down parts Fasten these members together with clip angles and metal screws provided Attach stay bars to the muntins and hinge sash at top of frame so it will swing to outside of building After the frames have been assembled slide them into place between the studs with bottom of sills 6 0 121 above floor and nail to studs through holes provided in frames Caulk mullion joint and install sill flashing F2
3 Covering The following description applies to the half of the bulkhead shown in drawing the corrugated sheets of which are marked with a number and the suffix L The corrugated sheets on the other half are applied in the same manner and order as on this half
DOOR TRACK AND
CENTER DOOR STOP
the numbers of these sheets however c R Start with the 261 x 561 sheet at shyedge of bulkhead Turn this sheet so t hEmiddot ~shy
rugation appears convex from outside of _ allow it to project 31 below bottom of c ~ P-2 Fasten to rib with filshie nail and nAU shy
marked S-l with edge projecting 31 beyc r ~shyof stud S- l
Next apply 261 x 1241 sheet keeping - - - _ back from face of jamb channel Now irs= and 261 x 1241 sheet lapping them tr ~
over sheets below and 61 at vertical _ shyin this manner placing the sheets as sl
Apply the 261 x 541 sheet under the 1 _ it to vertical studs S-5 Fasten the s ~_
tom of louvre frame with Holtite SC _
operating lever bracket (See de a louvre in place between the studs - - shythe sill flashing laps over the co- _~ and bolt it to the studs with s - ~ _shy __= t he louvre is secured apply sheets -a iling them to studs and ribs
Complete the bulkhead by app - s ttaching to rib with filshie nails
4 Curved Flashing Nail t ~ -ll1g F-3 to purlins and fasten to corruga- th Holtite screws Start with the lowest middot - - ~- ~ F-3) lining it with the bottom of the c-- _ =_ ~ets then lap each succeeding piece ove - shy
BASIC UNIT
SIDE AND ROOF COVERING
LAYOUT OF CORRUGATED ROOFING SHEETS
END OF BOTTOM ROW
START OF BOTTOM ROW SHEETS IN PLACE
10
~ shy
-
shy
51
MK PRJ
6 -1 CURVED RIB
STEEl SPUCE PlATES
EACH SlDE OF fUSS
4_314 Jlt IY-z SOLTS NUTS AND WASHERS
DETAIL AT PURLINS
6 ~ CURVED RIB MK RI
6 CURVED RIB
~ OlA Ie 8 middot AHCHOIl BOH
MJT AND WASHfR STD bull MK C
JOfNJ
APPLY ROO~amp
APPLY SHEETS DETAIL AT FLOOR
The sides and roof of building are covered with sheets 3 below bottom of
459 corrugated metal sheets 2712 wide by 92 lap is 3 12 See details fo r s
long nailed to purlins with 8d double headed ends Install second third
nails and fibre and steel washers at 8 oc Start with then repeat this process on -
bottom row of sheets at side wall keeping bottom of applying top row
BASIC UNIT
SCAFFOLDING
SUGGESTED METHOD OF BUILDING ERECTION STAGING
12
Ie UNIT
ERECTOR
Organization The erection of the SSAR Utility Buildin~
ation follows another-if the operations are done in sequence ~
to get off to the right start by being careful to get the channe ~
the starting ribs plumb Likewise the bulkhead framing must be sq
and corrugated iron will fit and so the doors will operate
A logical division of personnel is into crews for (1) setting the char
(3) framing the bulkhead and (4) applying the covering
The instructions give each operation complete in its proper order it
however to finish an operation throughout the entire building before the ~
time can be saved by having the crews working on their respective port
taneously for example the rib crew can be assembling ribs and the
assembling the bulkhead framing while the channels are being laid Th
ribs from the end have been raised plumbed and braced the bulkhead c shy
position while the erection staging is still near the end of the building T
corrugated iron covering can begin their work after the first bulkhead is ra
should follow closely behind that of the crew raising the remainder of the ~
bulkhead crew should assemble the other bulkhead framing and have it read
the last rib is in position
Hints If any of the steel members have become damaged in shipment
straighten them is by placing the bent part over a crate or sawhorse and h
down on each end The hardest way to straighten is by using a hammer
There is a trick to opening the banded crates When this is known and used re t
can be saved Take one of the screwdrivers furnished for assembling the fra rrlt=
under steel band about an inch or inch-and-half Turn the screwdriver about e
an eighth turn This brings the sharp edge of the screwdriver in contact with c
quickly This motion cuts the band rather than breaking it W hen the knack _
driver is lea rned opening the crates is an easy job Open crates carefully so lum ~ shy
in building erection staging
)
T he importance of using the right nails screws and attachments cannot be too __
Follow the instructions closely in this regard
Tools A complete set of necessary tools is furnished for erecting the complet e -~~-4=shy
should be supplied to the men who will use them If there are many buildings te bull _ ---shy
location the best scheme is to open all the boxes containing tools and pool the~
tool check
T ake good care of t he tools
BASIC UNIT
WORKING D RA WI NGS
The drawings reproduced on the following pages
are the working drawings from which the basic
building was manufactured On these drawings
all the parts necessary to assemble the building appear
along with their piece markings These drawings should
be studied in conjunction with the erection instructions
and illustrations appearing in other parts of the book
When so used they will help the erector understand
the entire building and see the reason for each sucshy
cessive operation We caution the erector not to cut
or repunch any part without first making sure that
cutting or punching is necessary as each member was
fabricated to fit into its respective position in the buildshy
ing without additional cutting etc
14
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Do I 0 -- I 00
tS Rlf SPACE S 4O~_ 1000 T 100-Z OUT TO OUT of FOUN OAT I O N -
-
-I
PLANKOOF
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r- CON 5 TRUCT I OIW rOI NT --shy
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~________ _______~OO~C~Z~~O~U~~T~O~O~U~T ~Q~~~F~O~U~~~D~AT~I~O~NL__ _______________
F OUN DATION amp ANCHOR OOLT PLAN
r i~ 5 - 1 - lt a iC _shy -~ - IC
-= shyDETAIL PI AN - shy
Rw tI~1 TPAC)oIltbull 3 L ampHG TH~ 8-0
R - w ampRACKIiT ~19~
PLAN OF TRAC~ EJRACK ET5
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ELEVATION OF bULKHEAD FRAMI NG
fiSECTION ~
G CURvED RIIgt
~
~
scAl-E 4 oa lO
bEN 0 FLANGE~ o f PG
~ ( AROUND FLANCe OF RIamp I ~ R I NAIL TO NAILING
coamiddot 13GACHAHL FG 2= GROOVE
O r CHAtiL 1M A- I~- ta- ~~L RmiddotI HAI- It
I~- = __~___ _
DEVELOPED
middot80 DOUBiIi KEAOEP - --_H HAILS 4 STEaL 4 feRE WAS~ERS -ao c
DETAI b
CORR 51-1e-rs 3J(Hmiddotl PL
FINbull FL~P -
T
I -i 51ZE bull O~PTH of fOOTNC5
VAR amp S TO SUIT SOIL CONDITION 6
toT LESS TH AN 3 FINGPADE
REVISIONS
SECTION-pound J~d~CTIONreg cn 10middot 104 middot (4
ALL eoLT5 ep UtilES O THERWISE
ELEVATION
STRAN STEEL DIVISION GREAT LAKES STEEl CORPORATION
DETROIT MICHGAN
SCAlf HOTGO CuSIOlft $ Ol)[11
I-Cmiddot7112
NOTED
1
Roar PLRN SCALE a-=L-O
=shy
SECTION () gtCRLE ( 1-0
SECTION SCI=lLE SCRLE ~ 1-0
SECTION reg SCl=IlE 310
16
dolMshy OUT TO OJT FGJHClFnION ____ _
or 3ULKHEAD
L
RW-~I T~~ ~W Z()2 ~OClS ~Wle 1 ~RKTS
C
-trCORA SHST 5 CIJ~YEC 10 2O ~R AAOIIJS
~ews ef ac
l~~~O~ILS $Ee
b ~1-------Ly--t~WN~ t-40 ltQ
~
~lASHI~G M~ ~2
r~~ SHEET
A HQLnTE SCREWS
4a~ ) BX 146F1~C COtmt4ollOOS GJAT
pHD Wlltgtlt BOCT C~Rmiddot ~ET
F t- ytOOD SG12e-N amp WITH ampXP 5ol11ElDS
SECTION 12-0
TION ~ ~ middotmiddot O
REVISIONS STRAN STEEl DIVISION
GREAT LAKES STEfl CORPORATiON DETROIT MICHIGAN
SSRR 40xiOO CONVE ION TYPE UTI Ll -L Gmiddot
E 2 A5 NoreD
STUD
28
1a X 31
1 _ - - jUO( __I
~-~ t DS
ACTUAL BETWEEN HEAD TOP CHANNEL OF DOOR
t ~J
HEAD
0 o o C 0
2 lt)
z ~ o
3Ji( ~ RH STOVE BOLT
WEDGE MK Wl0QL OR R
TAB MK Wl0l FINISHED FLOOR
SILL BEYOND OPENING SCALE V FULL SIZE
7------ 4 HO LTTfE se RE S AT Ll
CLEARANCE CHANNEL amp L
4V4 ~ X 3l- x U GA
R W ~20-2 TRUCKS R W 18-31 amp 19-31 BRAC-ltE middot R W 11-31 CENTER BRAC l(fl
1 1
SCALE Y2 FULL SIZE
4 HOLTlTE SCREWS AT EACH STUD -shy-IoIIh---------
FINISHED FLOOR
3-16 GA CHANNEL PLATE
GRADE
GRAPHIC SCALE 2 3 4
I I I Size
2 3 4
I I I
OPENING
r 2 B 2 0 2 0 2 0 2 0 2 8
I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31
-]1 rr-- flUSH puL I _lt l Rt 1ro-l
- r- PADLOCK LA ES
I R W 139 I
I
J 1 -
19 X 31
_ ~ r-~ WEDGE MK HIOOl
-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-
L- fOOR CENTER STOP -- R W 55 GUIDE ROLLER amp
K ~ R W 171 -2 DIAMOND EXPANSION SHIELDDETAIL OR EQUAL FOR Y2 LAG
SC REW OTHER SIDE SAME
INTERIOR ELEVATION SCALE Yz - l middotO I
tROLLER R W I SS
BE lI TACHING
rOM CHAN l
~ L L J L=~ ~
I I I I I I
I
OPENING
__Jil _ 1_
flOOR CENTER STOP RW - 171-2 ~--f =b -~~ Iftlrr--- 2V X 16 F H WOOD SCREWiH~ ilil IUt+--- 122 u S E SCREW ANCHOR 2 L-lLYJ
3E MI( WlOOL amp R DETAIL K EN TO BOTTOM NL WITH 2li SCALE FULL SIZE
UUI CONTRACT ~ = middot 0
STOVE BOLTS
PAINT NOTE PAINT All SURFACES OF DOOR lEAVES 1 (ONE) STANDARD SHOP COAT OF METALLIC PRIMING PAINT BEfORE SHIPMENT SEE BIM FOR SPECIFICATION OF FINISH COAT OF PAINT
NOTE HARDWARE TO BE RICHARD-WILCOX OR EQUAL PADLOCKS ARE NOT FURNISHED UNDER THIS
0 I
I I 17 FULL
0 6 I
lG
5 6
I II
S 6
I I
-00
-BILL OF MATERIAL FOR 1 BUILDI NG Item N o o f Mark Pieces
6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1
1 72
B6 4 Al 4
4L2 L3 8
RC1 20 240 240 100 100
3500
350 3500 3500
3500
100I
PI 26 -
Crate Contents
HD816 American Fork amp Hoe Claw Hammer 1510 Mayhew Steel 101 Screw Drivers 1 x 8 11 Endres Center Punches
I 175 Warren Drift Pins AC1l2 Crescent 12 1 Adjustable Wrenches 21 Sargent 16 oz Plumb Bob 14 Danielson 10 1 Combination Pliers A9 Endres 11 Cold Chisels 236 Stanley 60 1 ZZ Rule ISO Coil 16 Ga Annealed Wire 250 Coil 9 Ga Annealed Wire 24 Warren Wrecking Bar 809 Atkins 26 Hand Saw 274 F E Hand Axe (American Fork amp Hoe) 347N 24 Wood Level Stanley Balls 100 Masons Line Pcs Blue Chalk 2165 Union Hack Saw Frame and 6 Blades 60 Coil Sisal Rope (Bowan amp Allison) B1 Crescent Mastic Guns A110 Crescent 10 Adjustable Wrench
NOTE Tool Kits-5 Tool Kits Required for 8 Buildings
I
Set Erection Instructions Yz l Dia x 8 Anchor Bolts with Nuts and Washes 31 x U61 Splice Plates 08Yzl 6 1 x 13 Ga Channel 0 2 Yzl Angles 2 x 2I x 8 Ga O 10 11 Angles 3 1 x 2 1 X 8 Ga O2 Yzl 3 1 Raft er Clips 1 x 1 Y M ach Bolts with Sq Nuts 1 Cut Steel Washers Yzl x 11 Machine Bolts with Sq Nuts Yzl Cut Steel Washers 14 x 1 Cadmium Plated Sheet Metal Screws P K
Style A 8d Common Nails 8d Double Head Galv Nails Comb Steel and Fibre Washers with 140 Dia Hole
in Center Comb Steel and Fibre Washers with 250 1 Dia Hole
in Center Filshie Nails 6 x 1 x 16 Ga Channel PI 4 2 Lg
-
Item Mark
lOR 10L 11
W100R W100L WI01
L1 T1R TIL Sl S2 S3 S4 S5
T24 T48 P2 P6 P7 P8
N o of Pieces
2 2 2 4
16 4
12 8
2 4
16 2 6 2 2 4
I 8 8
4 2 2 4
20 20
4 2 2 4 4 4 4 4 4 8 4 4 4 8
Crate Contents
BULKHEAD SHEETS (Continued)
26 1 x 102 1 x 26 Ga Galv Corr Sheet 26 1 x 102 1 x 26 Ga Galv Corr Sheet 261 X 136 11 x 26 Ga Galv Corr Sheet 261 x 1261 x 26 Ga Galv Corr Sheet 26 1 x 1241 x 26 Ga Galv Corr Sheet 26 x 56 1 x 26 Ga Galv Corr Sheet 261 x 521 x 26 Ga Galv Corr Sheet 261 x 26 x 26 Ga Galv Corr Sheet
Pro 601 x 12 0 1 Steel Sliding Doors 19 x 31 End Track Brackets 18 x 31 Track Brackets 11 x 31 Center Brackets Pcs 31 Door Track 8 0 1 Long Pro 55 Door Guide Rollers with Lag Screws 171-2 Door Center Floor Stops Pro 20 -2 Door Trucks 16 x 2 Yzl Lg F H Wood Screws 122 USE Screw Anchors 1 ID x 21 Lg for 16 Wood
Screws Diamond Expansion Shields for 11 Lag Screws L 1Ys X 1 x 12 Ga x 0 6 (Door Wedge) L 1Ysl X x 12 Ga x 06 1 (Door Wedge) 2 x 12 Ga Door Tab 3 1 Long U61 x 11 R Hd Stove Bolts with Sq Nuts 1 Cut Steel Washers
BULKHEAD FRAMING
Angles 3 1 x 3 1 x 14 Ga Brace 8 3 74 Channels 4 741 x 3 1 X 11 14 Ga Girt 15 10 Channels 4 741 x 3 1 X 11 14 Ga Girt 15101 3 1 x 16 Ga SS Studs 1110 1 3 x 16 Ga SS Studs 15 10 3 x 16 Ga SS Studs 183 1 3 x 16 Ga SS Studs 19O Ys 3 1 x 16 Ga SS Studs 7 10 741 Half Stud Trimmers l11 Yz Half Stud Trimmers 3 11 Yz 3 x 1 x 16 Ga Channel PI 140 Long 6 1 x 1 x 13 Ga Channel 4 5 3 x 16 Ga Channel PI 11 11 1 3 x 16 Ga Channel PI 11 11
PR1
R1
R1
2R 2L 3R 3L 4R 4L 5R 5L 6R 6L 7R 7L 8R 8L 9R 9L
60 2~1f x 18 Ga Purlins 191l Ys
20 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
19 I 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
92 II 2771 x 92 x 24 Ga Corr Galv Sheets (Curved) Curved to 20 6 Rad Inside
5 Crates Reqd
BULKHEAD SHEETS
2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 54Yz x 26 Ga Galv Corr Sheet 2 26 x 54 Yz x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 G a Galv Corr Sheet 2 26 x 132 x 26 Ga Galv Corr Sheet 2 26 x 132 x 26 G a Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 89 y~ x 26 Ga Galv Corr Sheet 2 26 x 8971 x 26 Ga Galv Corr Sheet
II T3 B3
JR3 JL3
II S3 SB2
F2 F3
II
II
II
II
8 Window Sash 8 Window Heads 8 Window Sills 8 Window Jambs 8 Window Jambs
32 Splice Plates 8
160 Stay Bars 10 x 3i R H Type Z Parker Kalon Sht
Screws 8 8shy 32 x Ys RHMS
10 671 x 28 Ga Galv Flashing 54 28 3 71 x 5Ys x 28 Ga Galv Flashing (Curved) 64
1 5 Gal Can Mastic 1 5 Gal Can Paint 1 4 Wide Paint Brush
44 271 Corr Asphalt Strip 2 Wide 24 Lg
2 Metal Louvres Complete with Frame 2
28 24 Ga Sill FlashingY6 x 1 Stove Bolts with Nut amp Washer
10 x 71 Stove Bolts with Nut amp Washer 8 14 x Sheet Metal Screws Type A
104 I Splice Plates 5 x x 12 Ga x 21
Metal
DAPTATION E 0 SE UENCE
BULKHEAD FRAMING
ASSEMBLE FRAME U lATIONS
BULKHEAD SHEETS
1 Foundations Layout building SE~ E_ _
pour concrete Place channel plates
ROOFING SHEETS
COMPLETED BUILDING
2 Columns Girders and Struts
terior columns and beams bulkhead studs S4 =~ - - -- r
and T48 install rod and knee bracing P lu- b - ~-
standing columns (See pages 222324 an shy
3 Ribs and Purlins Assemble and raisE -shy
pages 26 and 27)
- _- 4 Bulkheads Assemble remainder - - shy
steel studs and girts hang doors imta
gated metal sheets louvres and fias h ~
5 Exterior Covering Insta ll g bull bull -- gt
sheets to purlins (See pages 30 a ~
ADAPTATION
FOUNDATION
1002
OUT TO
~ ~
b t
l 0 M 0 h b M
E ~
~ ~
~
~
I 0 ~
middot~ ~
~ 0 blt0
~
0 0 LL LL c-~0 0shy
Jgtgt 0 0
I
0shy ~ 0shy
rgt 0 gt
~ ~
Jgt
middot gt ~ middot ~ gt ~ 0shy
~ gt
~ ~
b
middot 0 0 M
b
~ ~
4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6
J1~i6f
~ ~ i shy
1 PI PI PI PI PI PI
r--- 1-shy
PLAN IS N SYMMETRICAL shy ABOUT ~
I -oT ~ 0
O-l--shy1
l shy r~- _ shy - shy - --shy -- shy1-
~
1 0 0
1 0
r~ rE---shy -shy _ bullbull _ -
Irl L - shy
~ CONCRETE FLOOR SLAB
0 0
~
r01 r~ L-l t~
I oT
201 200 100
0+ ~
(
I
~ PLAN IS SYMMETRICAL
ABOUT tf
~i~6 PI PI PI PI PI PI shy
4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6
3 6 46
PI
I
PI
3 6 4 6
ONE HALF FOUNDATION AND ANCHOR BOLT
OUT OF FOUNDATION
PLAN OTHER HALF SIMILAR EXCEPT OPPOSITE HAND
COL 14K C-I _____ _ 8~
h DIA x 8 ANCHOR gt-__ BOUS srI) MKG ~___ - ~
_~--~-~ -[-f---shy
---t-- ~ rth_~-COLUMN BASE - I~ AI( P4
DETAIL AT COLUMN BASE
DETAIL AT CORNER SHOWING PL ATES AND FIRST RIB
CHANNEL PLATE
PLATE AND ANCHOR BOLT
20
TION
ATION
CORNER DETAIL
FOUNDATIONS IN PLACE
a A Level the site =
rately to dimensior s 5-~
Excavate for wa S-
anchor bolts noting tha c ~- _
above finished floor line 2 - - - -- --
gineer in charge of erect -shy
suit local soil conditio-5
improperly set cut ne
torch or cold chisel
B Level the plates s-
When plates are true ~ _ -= =
with lean cement lO -~- ~-=- unit for details not sf - -- - shy
--
ADAPTATION COLUMNS GIRDERS AND STRUTS
COLUMNS AND GIRDERS SHOWING ORDER OF ERECTION bull
3 middot DIA STITCH BC middotS
STAGGERED
OPEN HOLES
bull ------
0
DETAIL AT COLUMN BASE
DJ G s 1S
22
=
ADAPTATION
COLUMNS GIoJLOIImiddot
C Next assemble the be - - DETAIL 2
erect in the same way ins~
ing N 1 This frame wi -
bull installing the four rib Seuro bullbull shy
wood staging can be no ~
in the manner just ot ~-= -
DETAIL 1
n A Assemble columns gin-=_
y e sections) on the grour
-
shy
tion in the building Boi
gether with 314 x I1jz stitch bo
one open hole opposite each bo
B Build wooden staging simi ashy
drawings Then assemble on - - r
~
-~___=O
_ _
marked A on drawing comple euro
column caps and bases knee b r aeshy
angles and bent plates for rib
bent into position brace and
bolts
RIBS AND GIRDERS
ADAPTATION
COLUMNS GIRDERS AND STRUTS
DETAIL 4 DETAIL 3
Ys SQ NUTS
W ASHERS FOR TIE RODSDETAIL OF TIE RODS
24 DETAIL SHOWING ANGLE CONNECTION
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
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1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
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~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
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kil ( bull
A
111
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bull- A
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1
Ll f
-
-
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-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
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~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
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gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
BASIC UNIT
FOUNDATION
o M
~ 0 0 qshy
~
0 o qshy
o M
0
0 0
o qshy
0
a
0 0 M 0 qshy
~
I I
T a
a
a
a
a
a
a
a
a
a
a
a
a
t f
13
-
-
jj
f We 1 4 0
P2 P2
CONCRETE FLOOR SLAB
I = d
~ ~ a
P2 -k 6i P2 15a ~ 7middot -
30 3 0 3 0 1210 3 0 3 0 30 11 4 0
414
OUT TO OUT OF FOUNDA nON
PLAN OF ANCHOR BOLTS AND CHANNEL PLATES
2
FOUNDATIONS IN PLACE
z
i o
o u u o l o o l o
3 middot
CORNER DElAIL
CHANNEL PLATE
WASHEII ----~
CHAHNfl PlJIn
PLATE AND ANCHOR BOLT
__~
-
bull
bull
ASSEMBLE RIBS
Place the 6 channel plates over the anchor
bolts set in the concrete square and level the
plates and bolt them down The 3 channel
plates at the ends of the building will be placed when
the bulkhead framing is erected
1 Place concrete forms pour the concrete Place the
V2 round by 8 long anchor bolts accurately (see
foundation plan) using the 6 channel plates as temshy
plates or measuring along forms and using points onbull the forms as off-sets to position off center lines of
anchor bolts
2 After the concrete has hardened remove the woodshy
en form work
3 Lay the 6 channel plates which are punched to fit
over the bolts in position down the sides of the build-
ON GROUND
ing starting with the end channels a
are marked P-1 (4 2 long) a nc
3 10 apart
--
4 Square the plate layout and 1 --=
that the 40 6 dimension across -~
line to centerline of plates is m
chor bolts have been improper
not be laid square cut new ho5
cold chisel or a torch Plates shy
work will fit
middot =
5 Carefully level the pla~
bolts When plates are ~
with cement mortar s lp
bolts and draw nuts do
can be poured conmiddote~_
about ten feet wide to shy
BASIC UNIT FRAME
TYPICAL RIB AND PURLIN FRAMING DIAGRAM
RIa SPLICE PLATE
ALL RIB SECnON5 MK RI
END RIB
SPLICING RIB
COMPLETED SPLICECORNER DEYAIL 4
IT E
ERECT FIRST RIB
2 HOLTITE SCREWS
RIB AND PURLIN
The frame consists of a series of semi-circular
II ribs assembled from three sections and spaced
at 4 0 on center The ribs are secured to the
channel plate at the bottom At the top of the building
there are twelve rows of steel purlins which run lengthshy
wise of the building and are screwed to the ribs
1 Assemble all the ribs on the ground Each rib conshy
sists of three sections each marked R I Assemble the
ribs near their location in the building To do this
place the sections on the ground near their location in
the plates and join the three sections with two splice
plates at each joint one on each side of the rib and 314 x 11f2 bolts with washers (See photos)
2 To raise the ribs construct three light movable
platforms out of crating lumber two sections 13 0
high and one section 15 6 high will be satisfactory
The ribs can then be easily raised in the manner shown
in the accompanying photographs
Raise the ribs Raise an end rib first then follow with
the others in sequence securing each rib as it is raised
P6
ERECT lAS
to the channel plate with fO ll
detail )
3 As successive ribs are ra~_
= between them noting that the 1 -
of the building receives two
marked P6 punched for brace -i
ends of these pieces over the fle~s _
around rib flange and nail t o Il~ - ~
4 After the first four ribs ta 0
_SO=i
them and brace them with p - -
and nailed to the inside of t f
in place raise the remaining - _ f
the successive ribs are e rec+
5 Attach the purlins
two Holtite screws place
ma ~_ =
~~
~ bull
detail) but use four sc
purlins should be erec
the staging that is tte shy
operation
BASIC UNIT BULKHEAD FRAMING
BULKHEAD FRAMING
~
DETAIL OF RAFTER CLIP
W IND GIRT AT RIB
T48 CONNECTION TO STUD W IND GIRT SPLICE
bull
6
3 CHANNEL DOOR
JAMB MK P8
- - ---J
Y2 DIA x 8 HOOK
- -
~~_ --~
= shy
BULKHEAD FRAME
Note For details not shown hereon see pages 15 16 and 28
II Assemble the bulkhead frame on the ground Raise the complete frame utilizing the staging previously built for erecting the ribs
1 Lay the channel plates P-2 near their location at either side of the doorway Then lay the vertical studs with their lower ends at their positions in the channels and their upper ends resting on saw horses
2 Attach the channel jambs marked P-8 to the jamb studs marked S-4 then secure the channel header marked P-7 to the jambs and insert studs marked S-5 and fasten with Holtite screws
3 To the frame thus assembled add the vertical studs S-l S-2 S-3 and S-4 and the horizontal girts T-24 and T-48 using Holtite screws at each connecshytion ( See detail)
4 Connect the wind girts maked TIL and T1R with splice plates marked B-6 Secure to bulkhead frame with four Holtite screws at each stud
S Bolt the angle brackets marked L-2 and L-3 to wind girt through holes provided for this purpose Do not connect braces marked L-1 until bulkhead is raised
6 Attach the rafter clips marked RC 1 to the tops of the vertical studs marked S-l S-2 S-3 S-4 and S-5
3 0 STUDS
3 CHANNEL PLATE MK P2
ANCHOR BOLTS
MK C WITH WASHER AND SQUARE NUT
Slip these clips over the studs clips over the flanges of the st_cpound ing part of the clips to the ap assume when in place Do not =shyuntil later since they may ha c after the frame is raised ( See =7 Square the entire bulkheaing Hold it square by means _ ally and nailed directly to the door opening Leave ths ~ framing is raised and secure ~
8 Raise the frame even - position After the frame - fully Then level it with s grout under the channe =-= Bulkhead must be leve 5 _ - _
9 Bolt channels dow ~--
10 Adjust rafter cli i - -
clip is snug agains~ tr each clip to the st d - shy
11
~ _~---
shy _ -
61 channel markec p F ~ -~ that purpose am __ ~ _ section header ( See - -
___
DETAIL SHOWING BULKHEAD CORRUGATED SHEET LAP
~~~~~~~li~~~~~~~~f11~f~Tri 1-26(
2-26~ ( 52 CORR SHEETS
_ _2-26 - 2~ - -shy -shy - C~~ ~EETs --shy~
STEEl DECKiNG DOOR
I1II I CORIi ASPHALT STRIP AT DOOR JAMB I
[ aUILDING
SYMMETRICALr FACE Of JAMB ABOUT
_____ __-sov_ ----Ii----------shy shy- -----shyIRIS
BASIC UNIT
BULKHEAD COVERING DOORS AND WINDOWS
DETAILS OF LOUVRE
1+shy---shy 3 STUD
80 DOUBLE HEAD
NAILS WITH STEEl
6 VfRTCAL AP
CORR SHEETS
2 HORIZONTAL LAP
LOuVRE UNT
HOlmE SCREWS
J-20 CORR SHEET
CORR SHEET
~ 52 middot
52~
2 0 - 6 jDOOR STAY ROLLER
ONE HALF BULKHEAD ELEVATION SHOWING CORRUGATED SHEnS (OTHER HALF SIMILAR BUT OPPOSITE HAND)
8
IBULKHEAD COVERING
3 STUDS
REINFORCING ANGLE
11=~-- K SCREWS
gtP~H-----shy SASH AND FRAME HANGER BRACKET FOR DOOR TRACK
DETAIL AT WINDOW HEAD
~----3 STUD shy
SASH-FRAME
SASH
8D NAILS
- FLASHING
HOL TlTE SCREWS
BOTTOM CORNER OF WINDOW
Install the doors and windows before applying the bulkhead covering The bulkhead covering then must be applied before the sides of the building are covered
1 Doors Bolt the brackets that support the door track to the door header (see detail) Attach a tab marked W101 and a wedge marked W100R or W100L to the bottom of each door leaf These serve respecshytively to keep the door clear of the screw heads in the channel plate and to hold it tight against the jamb when closed Hang the doors then locate the center door stop and secure it to the concrete With the door in closed position locate the door stay rollers at each jamb so the doors are held firmly against the jambs (See detail)
2 Windows Assemble the window frames from the knocked-down parts Fasten these members together with clip angles and metal screws provided Attach stay bars to the muntins and hinge sash at top of frame so it will swing to outside of building After the frames have been assembled slide them into place between the studs with bottom of sills 6 0 121 above floor and nail to studs through holes provided in frames Caulk mullion joint and install sill flashing F2
3 Covering The following description applies to the half of the bulkhead shown in drawing the corrugated sheets of which are marked with a number and the suffix L The corrugated sheets on the other half are applied in the same manner and order as on this half
DOOR TRACK AND
CENTER DOOR STOP
the numbers of these sheets however c R Start with the 261 x 561 sheet at shyedge of bulkhead Turn this sheet so t hEmiddot ~shy
rugation appears convex from outside of _ allow it to project 31 below bottom of c ~ P-2 Fasten to rib with filshie nail and nAU shy
marked S-l with edge projecting 31 beyc r ~shyof stud S- l
Next apply 261 x 1241 sheet keeping - - - _ back from face of jamb channel Now irs= and 261 x 1241 sheet lapping them tr ~
over sheets below and 61 at vertical _ shyin this manner placing the sheets as sl
Apply the 261 x 541 sheet under the 1 _ it to vertical studs S-5 Fasten the s ~_
tom of louvre frame with Holtite SC _
operating lever bracket (See de a louvre in place between the studs - - shythe sill flashing laps over the co- _~ and bolt it to the studs with s - ~ _shy __= t he louvre is secured apply sheets -a iling them to studs and ribs
Complete the bulkhead by app - s ttaching to rib with filshie nails
4 Curved Flashing Nail t ~ -ll1g F-3 to purlins and fasten to corruga- th Holtite screws Start with the lowest middot - - ~- ~ F-3) lining it with the bottom of the c-- _ =_ ~ets then lap each succeeding piece ove - shy
BASIC UNIT
SIDE AND ROOF COVERING
LAYOUT OF CORRUGATED ROOFING SHEETS
END OF BOTTOM ROW
START OF BOTTOM ROW SHEETS IN PLACE
10
~ shy
-
shy
51
MK PRJ
6 -1 CURVED RIB
STEEl SPUCE PlATES
EACH SlDE OF fUSS
4_314 Jlt IY-z SOLTS NUTS AND WASHERS
DETAIL AT PURLINS
6 ~ CURVED RIB MK RI
6 CURVED RIB
~ OlA Ie 8 middot AHCHOIl BOH
MJT AND WASHfR STD bull MK C
JOfNJ
APPLY ROO~amp
APPLY SHEETS DETAIL AT FLOOR
The sides and roof of building are covered with sheets 3 below bottom of
459 corrugated metal sheets 2712 wide by 92 lap is 3 12 See details fo r s
long nailed to purlins with 8d double headed ends Install second third
nails and fibre and steel washers at 8 oc Start with then repeat this process on -
bottom row of sheets at side wall keeping bottom of applying top row
BASIC UNIT
SCAFFOLDING
SUGGESTED METHOD OF BUILDING ERECTION STAGING
12
Ie UNIT
ERECTOR
Organization The erection of the SSAR Utility Buildin~
ation follows another-if the operations are done in sequence ~
to get off to the right start by being careful to get the channe ~
the starting ribs plumb Likewise the bulkhead framing must be sq
and corrugated iron will fit and so the doors will operate
A logical division of personnel is into crews for (1) setting the char
(3) framing the bulkhead and (4) applying the covering
The instructions give each operation complete in its proper order it
however to finish an operation throughout the entire building before the ~
time can be saved by having the crews working on their respective port
taneously for example the rib crew can be assembling ribs and the
assembling the bulkhead framing while the channels are being laid Th
ribs from the end have been raised plumbed and braced the bulkhead c shy
position while the erection staging is still near the end of the building T
corrugated iron covering can begin their work after the first bulkhead is ra
should follow closely behind that of the crew raising the remainder of the ~
bulkhead crew should assemble the other bulkhead framing and have it read
the last rib is in position
Hints If any of the steel members have become damaged in shipment
straighten them is by placing the bent part over a crate or sawhorse and h
down on each end The hardest way to straighten is by using a hammer
There is a trick to opening the banded crates When this is known and used re t
can be saved Take one of the screwdrivers furnished for assembling the fra rrlt=
under steel band about an inch or inch-and-half Turn the screwdriver about e
an eighth turn This brings the sharp edge of the screwdriver in contact with c
quickly This motion cuts the band rather than breaking it W hen the knack _
driver is lea rned opening the crates is an easy job Open crates carefully so lum ~ shy
in building erection staging
)
T he importance of using the right nails screws and attachments cannot be too __
Follow the instructions closely in this regard
Tools A complete set of necessary tools is furnished for erecting the complet e -~~-4=shy
should be supplied to the men who will use them If there are many buildings te bull _ ---shy
location the best scheme is to open all the boxes containing tools and pool the~
tool check
T ake good care of t he tools
BASIC UNIT
WORKING D RA WI NGS
The drawings reproduced on the following pages
are the working drawings from which the basic
building was manufactured On these drawings
all the parts necessary to assemble the building appear
along with their piece markings These drawings should
be studied in conjunction with the erection instructions
and illustrations appearing in other parts of the book
When so used they will help the erector understand
the entire building and see the reason for each sucshy
cessive operation We caution the erector not to cut
or repunch any part without first making sure that
cutting or punching is necessary as each member was
fabricated to fit into its respective position in the buildshy
ing without additional cutting etc
14
zt pUU~ PRO 7 2~ PUUH PR1_7 21f~ PURLIN ~ PP1 ) zo u_ bull 1 -- ~- ~~
i- shyI - shy
1
4
J 0ltgt
I cO ir 00
Il ~ 0 ~
III
a ~ ~I 00
0
~ ~
00 I
1
I I
0
-~
1-1
D D~ 00 - J I I
00 bull bullI
I
II ~-~ - ~00 -
I I I00 00 00 IIgt
n
bull bull - ~E_o0 0000
I I middot~ I
Do Do 00
Do I 0 -- I 00
tS Rlf SPACE S 4O~_ 1000 T 100-Z OUT TO OUT of FOUN OAT I O N -
-
-I
PLANKOOF
____-00- lt_ ___ _ _____ __ __ _ _ _
~ ~I
A - fi~
I II ~ 0
~ p shy --
0 ~ CQ NiTR UCTIO N
0 I
0middot
N shy
~t----
~I--==II
Q -
9j
~ 0 - ~ 0 ~ ~ -shy~I
~ ~I PI
~ t-
P I p
I P
TI I
L I -
I II
i I
~
~ 4 1~I-I I CK cONc REiE FLOOR SLAe - o-r OTuEJgt
~ W IJlE M E~H ltD lt0 GGA BY o 1I-E R50 f R 40 00 5HO P BVILD I N F ONLy
r- CON 5 TRUCT I OIW rOI NT --shy
~
P I
---L
I p p PI IP I P I PI I A- ~~ltiAltO+2~14vltD~~+ltc- A~ 3J 4lt0 3~l~~4 3ltOshy ~ 4 shy _
~________ _______~OO~C~Z~~O~U~~T~O~O~U~T ~Q~~~F~O~U~~~D~AT~I~O~NL__ _______________
F OUN DATION amp ANCHOR OOLT PLAN
r i~ 5 - 1 - lt a iC _shy -~ - IC
-= shyDETAIL PI AN - shy
Rw tI~1 TPAC)oIltbull 3 L ampHG TH~ 8-0
R - w ampRACKIiT ~19~
PLAN OF TRAC~ EJRACK ET5
R
s
PlI
( I lt0 0
lt ii) J ~
I bull 1-1shy
gtshy ~z lt I h
H4 1 Tmiddot
I middot Pi~ J~
p
ELEVATION OF bULKHEAD FRAMI NG
fiSECTION ~
G CURvED RIIgt
~
~
scAl-E 4 oa lO
bEN 0 FLANGE~ o f PG
~ ( AROUND FLANCe OF RIamp I ~ R I NAIL TO NAILING
coamiddot 13GACHAHL FG 2= GROOVE
O r CHAtiL 1M A- I~- ta- ~~L RmiddotI HAI- It
I~- = __~___ _
DEVELOPED
middot80 DOUBiIi KEAOEP - --_H HAILS 4 STEaL 4 feRE WAS~ERS -ao c
DETAI b
CORR 51-1e-rs 3J(Hmiddotl PL
FINbull FL~P -
T
I -i 51ZE bull O~PTH of fOOTNC5
VAR amp S TO SUIT SOIL CONDITION 6
toT LESS TH AN 3 FINGPADE
REVISIONS
SECTION-pound J~d~CTIONreg cn 10middot 104 middot (4
ALL eoLT5 ep UtilES O THERWISE
ELEVATION
STRAN STEEL DIVISION GREAT LAKES STEEl CORPORATION
DETROIT MICHGAN
SCAlf HOTGO CuSIOlft $ Ol)[11
I-Cmiddot7112
NOTED
1
Roar PLRN SCALE a-=L-O
=shy
SECTION () gtCRLE ( 1-0
SECTION SCI=lLE SCRLE ~ 1-0
SECTION reg SCl=IlE 310
16
dolMshy OUT TO OJT FGJHClFnION ____ _
or 3ULKHEAD
L
RW-~I T~~ ~W Z()2 ~OClS ~Wle 1 ~RKTS
C
-trCORA SHST 5 CIJ~YEC 10 2O ~R AAOIIJS
~ews ef ac
l~~~O~ILS $Ee
b ~1-------Ly--t~WN~ t-40 ltQ
~
~lASHI~G M~ ~2
r~~ SHEET
A HQLnTE SCREWS
4a~ ) BX 146F1~C COtmt4ollOOS GJAT
pHD Wlltgtlt BOCT C~Rmiddot ~ET
F t- ytOOD SG12e-N amp WITH ampXP 5ol11ElDS
SECTION 12-0
TION ~ ~ middotmiddot O
REVISIONS STRAN STEEl DIVISION
GREAT LAKES STEfl CORPORATiON DETROIT MICHIGAN
SSRR 40xiOO CONVE ION TYPE UTI Ll -L Gmiddot
E 2 A5 NoreD
STUD
28
1a X 31
1 _ - - jUO( __I
~-~ t DS
ACTUAL BETWEEN HEAD TOP CHANNEL OF DOOR
t ~J
HEAD
0 o o C 0
2 lt)
z ~ o
3Ji( ~ RH STOVE BOLT
WEDGE MK Wl0QL OR R
TAB MK Wl0l FINISHED FLOOR
SILL BEYOND OPENING SCALE V FULL SIZE
7------ 4 HO LTTfE se RE S AT Ll
CLEARANCE CHANNEL amp L
4V4 ~ X 3l- x U GA
R W ~20-2 TRUCKS R W 18-31 amp 19-31 BRAC-ltE middot R W 11-31 CENTER BRAC l(fl
1 1
SCALE Y2 FULL SIZE
4 HOLTlTE SCREWS AT EACH STUD -shy-IoIIh---------
FINISHED FLOOR
3-16 GA CHANNEL PLATE
GRADE
GRAPHIC SCALE 2 3 4
I I I Size
2 3 4
I I I
OPENING
r 2 B 2 0 2 0 2 0 2 0 2 8
I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31
-]1 rr-- flUSH puL I _lt l Rt 1ro-l
- r- PADLOCK LA ES
I R W 139 I
I
J 1 -
19 X 31
_ ~ r-~ WEDGE MK HIOOl
-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-
L- fOOR CENTER STOP -- R W 55 GUIDE ROLLER amp
K ~ R W 171 -2 DIAMOND EXPANSION SHIELDDETAIL OR EQUAL FOR Y2 LAG
SC REW OTHER SIDE SAME
INTERIOR ELEVATION SCALE Yz - l middotO I
tROLLER R W I SS
BE lI TACHING
rOM CHAN l
~ L L J L=~ ~
I I I I I I
I
OPENING
__Jil _ 1_
flOOR CENTER STOP RW - 171-2 ~--f =b -~~ Iftlrr--- 2V X 16 F H WOOD SCREWiH~ ilil IUt+--- 122 u S E SCREW ANCHOR 2 L-lLYJ
3E MI( WlOOL amp R DETAIL K EN TO BOTTOM NL WITH 2li SCALE FULL SIZE
UUI CONTRACT ~ = middot 0
STOVE BOLTS
PAINT NOTE PAINT All SURFACES OF DOOR lEAVES 1 (ONE) STANDARD SHOP COAT OF METALLIC PRIMING PAINT BEfORE SHIPMENT SEE BIM FOR SPECIFICATION OF FINISH COAT OF PAINT
NOTE HARDWARE TO BE RICHARD-WILCOX OR EQUAL PADLOCKS ARE NOT FURNISHED UNDER THIS
0 I
I I 17 FULL
0 6 I
lG
5 6
I II
S 6
I I
-00
-BILL OF MATERIAL FOR 1 BUILDI NG Item N o o f Mark Pieces
6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1
1 72
B6 4 Al 4
4L2 L3 8
RC1 20 240 240 100 100
3500
350 3500 3500
3500
100I
PI 26 -
Crate Contents
HD816 American Fork amp Hoe Claw Hammer 1510 Mayhew Steel 101 Screw Drivers 1 x 8 11 Endres Center Punches
I 175 Warren Drift Pins AC1l2 Crescent 12 1 Adjustable Wrenches 21 Sargent 16 oz Plumb Bob 14 Danielson 10 1 Combination Pliers A9 Endres 11 Cold Chisels 236 Stanley 60 1 ZZ Rule ISO Coil 16 Ga Annealed Wire 250 Coil 9 Ga Annealed Wire 24 Warren Wrecking Bar 809 Atkins 26 Hand Saw 274 F E Hand Axe (American Fork amp Hoe) 347N 24 Wood Level Stanley Balls 100 Masons Line Pcs Blue Chalk 2165 Union Hack Saw Frame and 6 Blades 60 Coil Sisal Rope (Bowan amp Allison) B1 Crescent Mastic Guns A110 Crescent 10 Adjustable Wrench
NOTE Tool Kits-5 Tool Kits Required for 8 Buildings
I
Set Erection Instructions Yz l Dia x 8 Anchor Bolts with Nuts and Washes 31 x U61 Splice Plates 08Yzl 6 1 x 13 Ga Channel 0 2 Yzl Angles 2 x 2I x 8 Ga O 10 11 Angles 3 1 x 2 1 X 8 Ga O2 Yzl 3 1 Raft er Clips 1 x 1 Y M ach Bolts with Sq Nuts 1 Cut Steel Washers Yzl x 11 Machine Bolts with Sq Nuts Yzl Cut Steel Washers 14 x 1 Cadmium Plated Sheet Metal Screws P K
Style A 8d Common Nails 8d Double Head Galv Nails Comb Steel and Fibre Washers with 140 Dia Hole
in Center Comb Steel and Fibre Washers with 250 1 Dia Hole
in Center Filshie Nails 6 x 1 x 16 Ga Channel PI 4 2 Lg
-
Item Mark
lOR 10L 11
W100R W100L WI01
L1 T1R TIL Sl S2 S3 S4 S5
T24 T48 P2 P6 P7 P8
N o of Pieces
2 2 2 4
16 4
12 8
2 4
16 2 6 2 2 4
I 8 8
4 2 2 4
20 20
4 2 2 4 4 4 4 4 4 8 4 4 4 8
Crate Contents
BULKHEAD SHEETS (Continued)
26 1 x 102 1 x 26 Ga Galv Corr Sheet 26 1 x 102 1 x 26 Ga Galv Corr Sheet 261 X 136 11 x 26 Ga Galv Corr Sheet 261 x 1261 x 26 Ga Galv Corr Sheet 26 1 x 1241 x 26 Ga Galv Corr Sheet 26 x 56 1 x 26 Ga Galv Corr Sheet 261 x 521 x 26 Ga Galv Corr Sheet 261 x 26 x 26 Ga Galv Corr Sheet
Pro 601 x 12 0 1 Steel Sliding Doors 19 x 31 End Track Brackets 18 x 31 Track Brackets 11 x 31 Center Brackets Pcs 31 Door Track 8 0 1 Long Pro 55 Door Guide Rollers with Lag Screws 171-2 Door Center Floor Stops Pro 20 -2 Door Trucks 16 x 2 Yzl Lg F H Wood Screws 122 USE Screw Anchors 1 ID x 21 Lg for 16 Wood
Screws Diamond Expansion Shields for 11 Lag Screws L 1Ys X 1 x 12 Ga x 0 6 (Door Wedge) L 1Ysl X x 12 Ga x 06 1 (Door Wedge) 2 x 12 Ga Door Tab 3 1 Long U61 x 11 R Hd Stove Bolts with Sq Nuts 1 Cut Steel Washers
BULKHEAD FRAMING
Angles 3 1 x 3 1 x 14 Ga Brace 8 3 74 Channels 4 741 x 3 1 X 11 14 Ga Girt 15 10 Channels 4 741 x 3 1 X 11 14 Ga Girt 15101 3 1 x 16 Ga SS Studs 1110 1 3 x 16 Ga SS Studs 15 10 3 x 16 Ga SS Studs 183 1 3 x 16 Ga SS Studs 19O Ys 3 1 x 16 Ga SS Studs 7 10 741 Half Stud Trimmers l11 Yz Half Stud Trimmers 3 11 Yz 3 x 1 x 16 Ga Channel PI 140 Long 6 1 x 1 x 13 Ga Channel 4 5 3 x 16 Ga Channel PI 11 11 1 3 x 16 Ga Channel PI 11 11
PR1
R1
R1
2R 2L 3R 3L 4R 4L 5R 5L 6R 6L 7R 7L 8R 8L 9R 9L
60 2~1f x 18 Ga Purlins 191l Ys
20 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
19 I 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
92 II 2771 x 92 x 24 Ga Corr Galv Sheets (Curved) Curved to 20 6 Rad Inside
5 Crates Reqd
BULKHEAD SHEETS
2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 54Yz x 26 Ga Galv Corr Sheet 2 26 x 54 Yz x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 G a Galv Corr Sheet 2 26 x 132 x 26 Ga Galv Corr Sheet 2 26 x 132 x 26 G a Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 89 y~ x 26 Ga Galv Corr Sheet 2 26 x 8971 x 26 Ga Galv Corr Sheet
II T3 B3
JR3 JL3
II S3 SB2
F2 F3
II
II
II
II
8 Window Sash 8 Window Heads 8 Window Sills 8 Window Jambs 8 Window Jambs
32 Splice Plates 8
160 Stay Bars 10 x 3i R H Type Z Parker Kalon Sht
Screws 8 8shy 32 x Ys RHMS
10 671 x 28 Ga Galv Flashing 54 28 3 71 x 5Ys x 28 Ga Galv Flashing (Curved) 64
1 5 Gal Can Mastic 1 5 Gal Can Paint 1 4 Wide Paint Brush
44 271 Corr Asphalt Strip 2 Wide 24 Lg
2 Metal Louvres Complete with Frame 2
28 24 Ga Sill FlashingY6 x 1 Stove Bolts with Nut amp Washer
10 x 71 Stove Bolts with Nut amp Washer 8 14 x Sheet Metal Screws Type A
104 I Splice Plates 5 x x 12 Ga x 21
Metal
DAPTATION E 0 SE UENCE
BULKHEAD FRAMING
ASSEMBLE FRAME U lATIONS
BULKHEAD SHEETS
1 Foundations Layout building SE~ E_ _
pour concrete Place channel plates
ROOFING SHEETS
COMPLETED BUILDING
2 Columns Girders and Struts
terior columns and beams bulkhead studs S4 =~ - - -- r
and T48 install rod and knee bracing P lu- b - ~-
standing columns (See pages 222324 an shy
3 Ribs and Purlins Assemble and raisE -shy
pages 26 and 27)
- _- 4 Bulkheads Assemble remainder - - shy
steel studs and girts hang doors imta
gated metal sheets louvres and fias h ~
5 Exterior Covering Insta ll g bull bull -- gt
sheets to purlins (See pages 30 a ~
ADAPTATION
FOUNDATION
1002
OUT TO
~ ~
b t
l 0 M 0 h b M
E ~
~ ~
~
~
I 0 ~
middot~ ~
~ 0 blt0
~
0 0 LL LL c-~0 0shy
Jgtgt 0 0
I
0shy ~ 0shy
rgt 0 gt
~ ~
Jgt
middot gt ~ middot ~ gt ~ 0shy
~ gt
~ ~
b
middot 0 0 M
b
~ ~
4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6
J1~i6f
~ ~ i shy
1 PI PI PI PI PI PI
r--- 1-shy
PLAN IS N SYMMETRICAL shy ABOUT ~
I -oT ~ 0
O-l--shy1
l shy r~- _ shy - shy - --shy -- shy1-
~
1 0 0
1 0
r~ rE---shy -shy _ bullbull _ -
Irl L - shy
~ CONCRETE FLOOR SLAB
0 0
~
r01 r~ L-l t~
I oT
201 200 100
0+ ~
(
I
~ PLAN IS SYMMETRICAL
ABOUT tf
~i~6 PI PI PI PI PI PI shy
4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6
3 6 46
PI
I
PI
3 6 4 6
ONE HALF FOUNDATION AND ANCHOR BOLT
OUT OF FOUNDATION
PLAN OTHER HALF SIMILAR EXCEPT OPPOSITE HAND
COL 14K C-I _____ _ 8~
h DIA x 8 ANCHOR gt-__ BOUS srI) MKG ~___ - ~
_~--~-~ -[-f---shy
---t-- ~ rth_~-COLUMN BASE - I~ AI( P4
DETAIL AT COLUMN BASE
DETAIL AT CORNER SHOWING PL ATES AND FIRST RIB
CHANNEL PLATE
PLATE AND ANCHOR BOLT
20
TION
ATION
CORNER DETAIL
FOUNDATIONS IN PLACE
a A Level the site =
rately to dimensior s 5-~
Excavate for wa S-
anchor bolts noting tha c ~- _
above finished floor line 2 - - - -- --
gineer in charge of erect -shy
suit local soil conditio-5
improperly set cut ne
torch or cold chisel
B Level the plates s-
When plates are true ~ _ -= =
with lean cement lO -~- ~-=- unit for details not sf - -- - shy
--
ADAPTATION COLUMNS GIRDERS AND STRUTS
COLUMNS AND GIRDERS SHOWING ORDER OF ERECTION bull
3 middot DIA STITCH BC middotS
STAGGERED
OPEN HOLES
bull ------
0
DETAIL AT COLUMN BASE
DJ G s 1S
22
=
ADAPTATION
COLUMNS GIoJLOIImiddot
C Next assemble the be - - DETAIL 2
erect in the same way ins~
ing N 1 This frame wi -
bull installing the four rib Seuro bullbull shy
wood staging can be no ~
in the manner just ot ~-= -
DETAIL 1
n A Assemble columns gin-=_
y e sections) on the grour
-
shy
tion in the building Boi
gether with 314 x I1jz stitch bo
one open hole opposite each bo
B Build wooden staging simi ashy
drawings Then assemble on - - r
~
-~___=O
_ _
marked A on drawing comple euro
column caps and bases knee b r aeshy
angles and bent plates for rib
bent into position brace and
bolts
RIBS AND GIRDERS
ADAPTATION
COLUMNS GIRDERS AND STRUTS
DETAIL 4 DETAIL 3
Ys SQ NUTS
W ASHERS FOR TIE RODSDETAIL OF TIE RODS
24 DETAIL SHOWING ANGLE CONNECTION
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
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--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
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kil ( bull
A
111
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1
Ll f
-
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-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
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AW- ~I~ t-
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ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
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shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
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1 - ~ l
r 11
r
~ I
r r i
1 -~
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gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
__~
-
bull
bull
ASSEMBLE RIBS
Place the 6 channel plates over the anchor
bolts set in the concrete square and level the
plates and bolt them down The 3 channel
plates at the ends of the building will be placed when
the bulkhead framing is erected
1 Place concrete forms pour the concrete Place the
V2 round by 8 long anchor bolts accurately (see
foundation plan) using the 6 channel plates as temshy
plates or measuring along forms and using points onbull the forms as off-sets to position off center lines of
anchor bolts
2 After the concrete has hardened remove the woodshy
en form work
3 Lay the 6 channel plates which are punched to fit
over the bolts in position down the sides of the build-
ON GROUND
ing starting with the end channels a
are marked P-1 (4 2 long) a nc
3 10 apart
--
4 Square the plate layout and 1 --=
that the 40 6 dimension across -~
line to centerline of plates is m
chor bolts have been improper
not be laid square cut new ho5
cold chisel or a torch Plates shy
work will fit
middot =
5 Carefully level the pla~
bolts When plates are ~
with cement mortar s lp
bolts and draw nuts do
can be poured conmiddote~_
about ten feet wide to shy
BASIC UNIT FRAME
TYPICAL RIB AND PURLIN FRAMING DIAGRAM
RIa SPLICE PLATE
ALL RIB SECnON5 MK RI
END RIB
SPLICING RIB
COMPLETED SPLICECORNER DEYAIL 4
IT E
ERECT FIRST RIB
2 HOLTITE SCREWS
RIB AND PURLIN
The frame consists of a series of semi-circular
II ribs assembled from three sections and spaced
at 4 0 on center The ribs are secured to the
channel plate at the bottom At the top of the building
there are twelve rows of steel purlins which run lengthshy
wise of the building and are screwed to the ribs
1 Assemble all the ribs on the ground Each rib conshy
sists of three sections each marked R I Assemble the
ribs near their location in the building To do this
place the sections on the ground near their location in
the plates and join the three sections with two splice
plates at each joint one on each side of the rib and 314 x 11f2 bolts with washers (See photos)
2 To raise the ribs construct three light movable
platforms out of crating lumber two sections 13 0
high and one section 15 6 high will be satisfactory
The ribs can then be easily raised in the manner shown
in the accompanying photographs
Raise the ribs Raise an end rib first then follow with
the others in sequence securing each rib as it is raised
P6
ERECT lAS
to the channel plate with fO ll
detail )
3 As successive ribs are ra~_
= between them noting that the 1 -
of the building receives two
marked P6 punched for brace -i
ends of these pieces over the fle~s _
around rib flange and nail t o Il~ - ~
4 After the first four ribs ta 0
_SO=i
them and brace them with p - -
and nailed to the inside of t f
in place raise the remaining - _ f
the successive ribs are e rec+
5 Attach the purlins
two Holtite screws place
ma ~_ =
~~
~ bull
detail) but use four sc
purlins should be erec
the staging that is tte shy
operation
BASIC UNIT BULKHEAD FRAMING
BULKHEAD FRAMING
~
DETAIL OF RAFTER CLIP
W IND GIRT AT RIB
T48 CONNECTION TO STUD W IND GIRT SPLICE
bull
6
3 CHANNEL DOOR
JAMB MK P8
- - ---J
Y2 DIA x 8 HOOK
- -
~~_ --~
= shy
BULKHEAD FRAME
Note For details not shown hereon see pages 15 16 and 28
II Assemble the bulkhead frame on the ground Raise the complete frame utilizing the staging previously built for erecting the ribs
1 Lay the channel plates P-2 near their location at either side of the doorway Then lay the vertical studs with their lower ends at their positions in the channels and their upper ends resting on saw horses
2 Attach the channel jambs marked P-8 to the jamb studs marked S-4 then secure the channel header marked P-7 to the jambs and insert studs marked S-5 and fasten with Holtite screws
3 To the frame thus assembled add the vertical studs S-l S-2 S-3 and S-4 and the horizontal girts T-24 and T-48 using Holtite screws at each connecshytion ( See detail)
4 Connect the wind girts maked TIL and T1R with splice plates marked B-6 Secure to bulkhead frame with four Holtite screws at each stud
S Bolt the angle brackets marked L-2 and L-3 to wind girt through holes provided for this purpose Do not connect braces marked L-1 until bulkhead is raised
6 Attach the rafter clips marked RC 1 to the tops of the vertical studs marked S-l S-2 S-3 S-4 and S-5
3 0 STUDS
3 CHANNEL PLATE MK P2
ANCHOR BOLTS
MK C WITH WASHER AND SQUARE NUT
Slip these clips over the studs clips over the flanges of the st_cpound ing part of the clips to the ap assume when in place Do not =shyuntil later since they may ha c after the frame is raised ( See =7 Square the entire bulkheaing Hold it square by means _ ally and nailed directly to the door opening Leave ths ~ framing is raised and secure ~
8 Raise the frame even - position After the frame - fully Then level it with s grout under the channe =-= Bulkhead must be leve 5 _ - _
9 Bolt channels dow ~--
10 Adjust rafter cli i - -
clip is snug agains~ tr each clip to the st d - shy
11
~ _~---
shy _ -
61 channel markec p F ~ -~ that purpose am __ ~ _ section header ( See - -
___
DETAIL SHOWING BULKHEAD CORRUGATED SHEET LAP
~~~~~~~li~~~~~~~~f11~f~Tri 1-26(
2-26~ ( 52 CORR SHEETS
_ _2-26 - 2~ - -shy -shy - C~~ ~EETs --shy~
STEEl DECKiNG DOOR
I1II I CORIi ASPHALT STRIP AT DOOR JAMB I
[ aUILDING
SYMMETRICALr FACE Of JAMB ABOUT
_____ __-sov_ ----Ii----------shy shy- -----shyIRIS
BASIC UNIT
BULKHEAD COVERING DOORS AND WINDOWS
DETAILS OF LOUVRE
1+shy---shy 3 STUD
80 DOUBLE HEAD
NAILS WITH STEEl
6 VfRTCAL AP
CORR SHEETS
2 HORIZONTAL LAP
LOuVRE UNT
HOlmE SCREWS
J-20 CORR SHEET
CORR SHEET
~ 52 middot
52~
2 0 - 6 jDOOR STAY ROLLER
ONE HALF BULKHEAD ELEVATION SHOWING CORRUGATED SHEnS (OTHER HALF SIMILAR BUT OPPOSITE HAND)
8
IBULKHEAD COVERING
3 STUDS
REINFORCING ANGLE
11=~-- K SCREWS
gtP~H-----shy SASH AND FRAME HANGER BRACKET FOR DOOR TRACK
DETAIL AT WINDOW HEAD
~----3 STUD shy
SASH-FRAME
SASH
8D NAILS
- FLASHING
HOL TlTE SCREWS
BOTTOM CORNER OF WINDOW
Install the doors and windows before applying the bulkhead covering The bulkhead covering then must be applied before the sides of the building are covered
1 Doors Bolt the brackets that support the door track to the door header (see detail) Attach a tab marked W101 and a wedge marked W100R or W100L to the bottom of each door leaf These serve respecshytively to keep the door clear of the screw heads in the channel plate and to hold it tight against the jamb when closed Hang the doors then locate the center door stop and secure it to the concrete With the door in closed position locate the door stay rollers at each jamb so the doors are held firmly against the jambs (See detail)
2 Windows Assemble the window frames from the knocked-down parts Fasten these members together with clip angles and metal screws provided Attach stay bars to the muntins and hinge sash at top of frame so it will swing to outside of building After the frames have been assembled slide them into place between the studs with bottom of sills 6 0 121 above floor and nail to studs through holes provided in frames Caulk mullion joint and install sill flashing F2
3 Covering The following description applies to the half of the bulkhead shown in drawing the corrugated sheets of which are marked with a number and the suffix L The corrugated sheets on the other half are applied in the same manner and order as on this half
DOOR TRACK AND
CENTER DOOR STOP
the numbers of these sheets however c R Start with the 261 x 561 sheet at shyedge of bulkhead Turn this sheet so t hEmiddot ~shy
rugation appears convex from outside of _ allow it to project 31 below bottom of c ~ P-2 Fasten to rib with filshie nail and nAU shy
marked S-l with edge projecting 31 beyc r ~shyof stud S- l
Next apply 261 x 1241 sheet keeping - - - _ back from face of jamb channel Now irs= and 261 x 1241 sheet lapping them tr ~
over sheets below and 61 at vertical _ shyin this manner placing the sheets as sl
Apply the 261 x 541 sheet under the 1 _ it to vertical studs S-5 Fasten the s ~_
tom of louvre frame with Holtite SC _
operating lever bracket (See de a louvre in place between the studs - - shythe sill flashing laps over the co- _~ and bolt it to the studs with s - ~ _shy __= t he louvre is secured apply sheets -a iling them to studs and ribs
Complete the bulkhead by app - s ttaching to rib with filshie nails
4 Curved Flashing Nail t ~ -ll1g F-3 to purlins and fasten to corruga- th Holtite screws Start with the lowest middot - - ~- ~ F-3) lining it with the bottom of the c-- _ =_ ~ets then lap each succeeding piece ove - shy
BASIC UNIT
SIDE AND ROOF COVERING
LAYOUT OF CORRUGATED ROOFING SHEETS
END OF BOTTOM ROW
START OF BOTTOM ROW SHEETS IN PLACE
10
~ shy
-
shy
51
MK PRJ
6 -1 CURVED RIB
STEEl SPUCE PlATES
EACH SlDE OF fUSS
4_314 Jlt IY-z SOLTS NUTS AND WASHERS
DETAIL AT PURLINS
6 ~ CURVED RIB MK RI
6 CURVED RIB
~ OlA Ie 8 middot AHCHOIl BOH
MJT AND WASHfR STD bull MK C
JOfNJ
APPLY ROO~amp
APPLY SHEETS DETAIL AT FLOOR
The sides and roof of building are covered with sheets 3 below bottom of
459 corrugated metal sheets 2712 wide by 92 lap is 3 12 See details fo r s
long nailed to purlins with 8d double headed ends Install second third
nails and fibre and steel washers at 8 oc Start with then repeat this process on -
bottom row of sheets at side wall keeping bottom of applying top row
BASIC UNIT
SCAFFOLDING
SUGGESTED METHOD OF BUILDING ERECTION STAGING
12
Ie UNIT
ERECTOR
Organization The erection of the SSAR Utility Buildin~
ation follows another-if the operations are done in sequence ~
to get off to the right start by being careful to get the channe ~
the starting ribs plumb Likewise the bulkhead framing must be sq
and corrugated iron will fit and so the doors will operate
A logical division of personnel is into crews for (1) setting the char
(3) framing the bulkhead and (4) applying the covering
The instructions give each operation complete in its proper order it
however to finish an operation throughout the entire building before the ~
time can be saved by having the crews working on their respective port
taneously for example the rib crew can be assembling ribs and the
assembling the bulkhead framing while the channels are being laid Th
ribs from the end have been raised plumbed and braced the bulkhead c shy
position while the erection staging is still near the end of the building T
corrugated iron covering can begin their work after the first bulkhead is ra
should follow closely behind that of the crew raising the remainder of the ~
bulkhead crew should assemble the other bulkhead framing and have it read
the last rib is in position
Hints If any of the steel members have become damaged in shipment
straighten them is by placing the bent part over a crate or sawhorse and h
down on each end The hardest way to straighten is by using a hammer
There is a trick to opening the banded crates When this is known and used re t
can be saved Take one of the screwdrivers furnished for assembling the fra rrlt=
under steel band about an inch or inch-and-half Turn the screwdriver about e
an eighth turn This brings the sharp edge of the screwdriver in contact with c
quickly This motion cuts the band rather than breaking it W hen the knack _
driver is lea rned opening the crates is an easy job Open crates carefully so lum ~ shy
in building erection staging
)
T he importance of using the right nails screws and attachments cannot be too __
Follow the instructions closely in this regard
Tools A complete set of necessary tools is furnished for erecting the complet e -~~-4=shy
should be supplied to the men who will use them If there are many buildings te bull _ ---shy
location the best scheme is to open all the boxes containing tools and pool the~
tool check
T ake good care of t he tools
BASIC UNIT
WORKING D RA WI NGS
The drawings reproduced on the following pages
are the working drawings from which the basic
building was manufactured On these drawings
all the parts necessary to assemble the building appear
along with their piece markings These drawings should
be studied in conjunction with the erection instructions
and illustrations appearing in other parts of the book
When so used they will help the erector understand
the entire building and see the reason for each sucshy
cessive operation We caution the erector not to cut
or repunch any part without first making sure that
cutting or punching is necessary as each member was
fabricated to fit into its respective position in the buildshy
ing without additional cutting etc
14
zt pUU~ PRO 7 2~ PUUH PR1_7 21f~ PURLIN ~ PP1 ) zo u_ bull 1 -- ~- ~~
i- shyI - shy
1
4
J 0ltgt
I cO ir 00
Il ~ 0 ~
III
a ~ ~I 00
0
~ ~
00 I
1
I I
0
-~
1-1
D D~ 00 - J I I
00 bull bullI
I
II ~-~ - ~00 -
I I I00 00 00 IIgt
n
bull bull - ~E_o0 0000
I I middot~ I
Do Do 00
Do I 0 -- I 00
tS Rlf SPACE S 4O~_ 1000 T 100-Z OUT TO OUT of FOUN OAT I O N -
-
-I
PLANKOOF
____-00- lt_ ___ _ _____ __ __ _ _ _
~ ~I
A - fi~
I II ~ 0
~ p shy --
0 ~ CQ NiTR UCTIO N
0 I
0middot
N shy
~t----
~I--==II
Q -
9j
~ 0 - ~ 0 ~ ~ -shy~I
~ ~I PI
~ t-
P I p
I P
TI I
L I -
I II
i I
~
~ 4 1~I-I I CK cONc REiE FLOOR SLAe - o-r OTuEJgt
~ W IJlE M E~H ltD lt0 GGA BY o 1I-E R50 f R 40 00 5HO P BVILD I N F ONLy
r- CON 5 TRUCT I OIW rOI NT --shy
~
P I
---L
I p p PI IP I P I PI I A- ~~ltiAltO+2~14vltD~~+ltc- A~ 3J 4lt0 3~l~~4 3ltOshy ~ 4 shy _
~________ _______~OO~C~Z~~O~U~~T~O~O~U~T ~Q~~~F~O~U~~~D~AT~I~O~NL__ _______________
F OUN DATION amp ANCHOR OOLT PLAN
r i~ 5 - 1 - lt a iC _shy -~ - IC
-= shyDETAIL PI AN - shy
Rw tI~1 TPAC)oIltbull 3 L ampHG TH~ 8-0
R - w ampRACKIiT ~19~
PLAN OF TRAC~ EJRACK ET5
R
s
PlI
( I lt0 0
lt ii) J ~
I bull 1-1shy
gtshy ~z lt I h
H4 1 Tmiddot
I middot Pi~ J~
p
ELEVATION OF bULKHEAD FRAMI NG
fiSECTION ~
G CURvED RIIgt
~
~
scAl-E 4 oa lO
bEN 0 FLANGE~ o f PG
~ ( AROUND FLANCe OF RIamp I ~ R I NAIL TO NAILING
coamiddot 13GACHAHL FG 2= GROOVE
O r CHAtiL 1M A- I~- ta- ~~L RmiddotI HAI- It
I~- = __~___ _
DEVELOPED
middot80 DOUBiIi KEAOEP - --_H HAILS 4 STEaL 4 feRE WAS~ERS -ao c
DETAI b
CORR 51-1e-rs 3J(Hmiddotl PL
FINbull FL~P -
T
I -i 51ZE bull O~PTH of fOOTNC5
VAR amp S TO SUIT SOIL CONDITION 6
toT LESS TH AN 3 FINGPADE
REVISIONS
SECTION-pound J~d~CTIONreg cn 10middot 104 middot (4
ALL eoLT5 ep UtilES O THERWISE
ELEVATION
STRAN STEEL DIVISION GREAT LAKES STEEl CORPORATION
DETROIT MICHGAN
SCAlf HOTGO CuSIOlft $ Ol)[11
I-Cmiddot7112
NOTED
1
Roar PLRN SCALE a-=L-O
=shy
SECTION () gtCRLE ( 1-0
SECTION SCI=lLE SCRLE ~ 1-0
SECTION reg SCl=IlE 310
16
dolMshy OUT TO OJT FGJHClFnION ____ _
or 3ULKHEAD
L
RW-~I T~~ ~W Z()2 ~OClS ~Wle 1 ~RKTS
C
-trCORA SHST 5 CIJ~YEC 10 2O ~R AAOIIJS
~ews ef ac
l~~~O~ILS $Ee
b ~1-------Ly--t~WN~ t-40 ltQ
~
~lASHI~G M~ ~2
r~~ SHEET
A HQLnTE SCREWS
4a~ ) BX 146F1~C COtmt4ollOOS GJAT
pHD Wlltgtlt BOCT C~Rmiddot ~ET
F t- ytOOD SG12e-N amp WITH ampXP 5ol11ElDS
SECTION 12-0
TION ~ ~ middotmiddot O
REVISIONS STRAN STEEl DIVISION
GREAT LAKES STEfl CORPORATiON DETROIT MICHIGAN
SSRR 40xiOO CONVE ION TYPE UTI Ll -L Gmiddot
E 2 A5 NoreD
STUD
28
1a X 31
1 _ - - jUO( __I
~-~ t DS
ACTUAL BETWEEN HEAD TOP CHANNEL OF DOOR
t ~J
HEAD
0 o o C 0
2 lt)
z ~ o
3Ji( ~ RH STOVE BOLT
WEDGE MK Wl0QL OR R
TAB MK Wl0l FINISHED FLOOR
SILL BEYOND OPENING SCALE V FULL SIZE
7------ 4 HO LTTfE se RE S AT Ll
CLEARANCE CHANNEL amp L
4V4 ~ X 3l- x U GA
R W ~20-2 TRUCKS R W 18-31 amp 19-31 BRAC-ltE middot R W 11-31 CENTER BRAC l(fl
1 1
SCALE Y2 FULL SIZE
4 HOLTlTE SCREWS AT EACH STUD -shy-IoIIh---------
FINISHED FLOOR
3-16 GA CHANNEL PLATE
GRADE
GRAPHIC SCALE 2 3 4
I I I Size
2 3 4
I I I
OPENING
r 2 B 2 0 2 0 2 0 2 0 2 8
I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31
-]1 rr-- flUSH puL I _lt l Rt 1ro-l
- r- PADLOCK LA ES
I R W 139 I
I
J 1 -
19 X 31
_ ~ r-~ WEDGE MK HIOOl
-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-
L- fOOR CENTER STOP -- R W 55 GUIDE ROLLER amp
K ~ R W 171 -2 DIAMOND EXPANSION SHIELDDETAIL OR EQUAL FOR Y2 LAG
SC REW OTHER SIDE SAME
INTERIOR ELEVATION SCALE Yz - l middotO I
tROLLER R W I SS
BE lI TACHING
rOM CHAN l
~ L L J L=~ ~
I I I I I I
I
OPENING
__Jil _ 1_
flOOR CENTER STOP RW - 171-2 ~--f =b -~~ Iftlrr--- 2V X 16 F H WOOD SCREWiH~ ilil IUt+--- 122 u S E SCREW ANCHOR 2 L-lLYJ
3E MI( WlOOL amp R DETAIL K EN TO BOTTOM NL WITH 2li SCALE FULL SIZE
UUI CONTRACT ~ = middot 0
STOVE BOLTS
PAINT NOTE PAINT All SURFACES OF DOOR lEAVES 1 (ONE) STANDARD SHOP COAT OF METALLIC PRIMING PAINT BEfORE SHIPMENT SEE BIM FOR SPECIFICATION OF FINISH COAT OF PAINT
NOTE HARDWARE TO BE RICHARD-WILCOX OR EQUAL PADLOCKS ARE NOT FURNISHED UNDER THIS
0 I
I I 17 FULL
0 6 I
lG
5 6
I II
S 6
I I
-00
-BILL OF MATERIAL FOR 1 BUILDI NG Item N o o f Mark Pieces
6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1
1 72
B6 4 Al 4
4L2 L3 8
RC1 20 240 240 100 100
3500
350 3500 3500
3500
100I
PI 26 -
Crate Contents
HD816 American Fork amp Hoe Claw Hammer 1510 Mayhew Steel 101 Screw Drivers 1 x 8 11 Endres Center Punches
I 175 Warren Drift Pins AC1l2 Crescent 12 1 Adjustable Wrenches 21 Sargent 16 oz Plumb Bob 14 Danielson 10 1 Combination Pliers A9 Endres 11 Cold Chisels 236 Stanley 60 1 ZZ Rule ISO Coil 16 Ga Annealed Wire 250 Coil 9 Ga Annealed Wire 24 Warren Wrecking Bar 809 Atkins 26 Hand Saw 274 F E Hand Axe (American Fork amp Hoe) 347N 24 Wood Level Stanley Balls 100 Masons Line Pcs Blue Chalk 2165 Union Hack Saw Frame and 6 Blades 60 Coil Sisal Rope (Bowan amp Allison) B1 Crescent Mastic Guns A110 Crescent 10 Adjustable Wrench
NOTE Tool Kits-5 Tool Kits Required for 8 Buildings
I
Set Erection Instructions Yz l Dia x 8 Anchor Bolts with Nuts and Washes 31 x U61 Splice Plates 08Yzl 6 1 x 13 Ga Channel 0 2 Yzl Angles 2 x 2I x 8 Ga O 10 11 Angles 3 1 x 2 1 X 8 Ga O2 Yzl 3 1 Raft er Clips 1 x 1 Y M ach Bolts with Sq Nuts 1 Cut Steel Washers Yzl x 11 Machine Bolts with Sq Nuts Yzl Cut Steel Washers 14 x 1 Cadmium Plated Sheet Metal Screws P K
Style A 8d Common Nails 8d Double Head Galv Nails Comb Steel and Fibre Washers with 140 Dia Hole
in Center Comb Steel and Fibre Washers with 250 1 Dia Hole
in Center Filshie Nails 6 x 1 x 16 Ga Channel PI 4 2 Lg
-
Item Mark
lOR 10L 11
W100R W100L WI01
L1 T1R TIL Sl S2 S3 S4 S5
T24 T48 P2 P6 P7 P8
N o of Pieces
2 2 2 4
16 4
12 8
2 4
16 2 6 2 2 4
I 8 8
4 2 2 4
20 20
4 2 2 4 4 4 4 4 4 8 4 4 4 8
Crate Contents
BULKHEAD SHEETS (Continued)
26 1 x 102 1 x 26 Ga Galv Corr Sheet 26 1 x 102 1 x 26 Ga Galv Corr Sheet 261 X 136 11 x 26 Ga Galv Corr Sheet 261 x 1261 x 26 Ga Galv Corr Sheet 26 1 x 1241 x 26 Ga Galv Corr Sheet 26 x 56 1 x 26 Ga Galv Corr Sheet 261 x 521 x 26 Ga Galv Corr Sheet 261 x 26 x 26 Ga Galv Corr Sheet
Pro 601 x 12 0 1 Steel Sliding Doors 19 x 31 End Track Brackets 18 x 31 Track Brackets 11 x 31 Center Brackets Pcs 31 Door Track 8 0 1 Long Pro 55 Door Guide Rollers with Lag Screws 171-2 Door Center Floor Stops Pro 20 -2 Door Trucks 16 x 2 Yzl Lg F H Wood Screws 122 USE Screw Anchors 1 ID x 21 Lg for 16 Wood
Screws Diamond Expansion Shields for 11 Lag Screws L 1Ys X 1 x 12 Ga x 0 6 (Door Wedge) L 1Ysl X x 12 Ga x 06 1 (Door Wedge) 2 x 12 Ga Door Tab 3 1 Long U61 x 11 R Hd Stove Bolts with Sq Nuts 1 Cut Steel Washers
BULKHEAD FRAMING
Angles 3 1 x 3 1 x 14 Ga Brace 8 3 74 Channels 4 741 x 3 1 X 11 14 Ga Girt 15 10 Channels 4 741 x 3 1 X 11 14 Ga Girt 15101 3 1 x 16 Ga SS Studs 1110 1 3 x 16 Ga SS Studs 15 10 3 x 16 Ga SS Studs 183 1 3 x 16 Ga SS Studs 19O Ys 3 1 x 16 Ga SS Studs 7 10 741 Half Stud Trimmers l11 Yz Half Stud Trimmers 3 11 Yz 3 x 1 x 16 Ga Channel PI 140 Long 6 1 x 1 x 13 Ga Channel 4 5 3 x 16 Ga Channel PI 11 11 1 3 x 16 Ga Channel PI 11 11
PR1
R1
R1
2R 2L 3R 3L 4R 4L 5R 5L 6R 6L 7R 7L 8R 8L 9R 9L
60 2~1f x 18 Ga Purlins 191l Ys
20 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
19 I 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
92 II 2771 x 92 x 24 Ga Corr Galv Sheets (Curved) Curved to 20 6 Rad Inside
5 Crates Reqd
BULKHEAD SHEETS
2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 54Yz x 26 Ga Galv Corr Sheet 2 26 x 54 Yz x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 G a Galv Corr Sheet 2 26 x 132 x 26 Ga Galv Corr Sheet 2 26 x 132 x 26 G a Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 89 y~ x 26 Ga Galv Corr Sheet 2 26 x 8971 x 26 Ga Galv Corr Sheet
II T3 B3
JR3 JL3
II S3 SB2
F2 F3
II
II
II
II
8 Window Sash 8 Window Heads 8 Window Sills 8 Window Jambs 8 Window Jambs
32 Splice Plates 8
160 Stay Bars 10 x 3i R H Type Z Parker Kalon Sht
Screws 8 8shy 32 x Ys RHMS
10 671 x 28 Ga Galv Flashing 54 28 3 71 x 5Ys x 28 Ga Galv Flashing (Curved) 64
1 5 Gal Can Mastic 1 5 Gal Can Paint 1 4 Wide Paint Brush
44 271 Corr Asphalt Strip 2 Wide 24 Lg
2 Metal Louvres Complete with Frame 2
28 24 Ga Sill FlashingY6 x 1 Stove Bolts with Nut amp Washer
10 x 71 Stove Bolts with Nut amp Washer 8 14 x Sheet Metal Screws Type A
104 I Splice Plates 5 x x 12 Ga x 21
Metal
DAPTATION E 0 SE UENCE
BULKHEAD FRAMING
ASSEMBLE FRAME U lATIONS
BULKHEAD SHEETS
1 Foundations Layout building SE~ E_ _
pour concrete Place channel plates
ROOFING SHEETS
COMPLETED BUILDING
2 Columns Girders and Struts
terior columns and beams bulkhead studs S4 =~ - - -- r
and T48 install rod and knee bracing P lu- b - ~-
standing columns (See pages 222324 an shy
3 Ribs and Purlins Assemble and raisE -shy
pages 26 and 27)
- _- 4 Bulkheads Assemble remainder - - shy
steel studs and girts hang doors imta
gated metal sheets louvres and fias h ~
5 Exterior Covering Insta ll g bull bull -- gt
sheets to purlins (See pages 30 a ~
ADAPTATION
FOUNDATION
1002
OUT TO
~ ~
b t
l 0 M 0 h b M
E ~
~ ~
~
~
I 0 ~
middot~ ~
~ 0 blt0
~
0 0 LL LL c-~0 0shy
Jgtgt 0 0
I
0shy ~ 0shy
rgt 0 gt
~ ~
Jgt
middot gt ~ middot ~ gt ~ 0shy
~ gt
~ ~
b
middot 0 0 M
b
~ ~
4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6
J1~i6f
~ ~ i shy
1 PI PI PI PI PI PI
r--- 1-shy
PLAN IS N SYMMETRICAL shy ABOUT ~
I -oT ~ 0
O-l--shy1
l shy r~- _ shy - shy - --shy -- shy1-
~
1 0 0
1 0
r~ rE---shy -shy _ bullbull _ -
Irl L - shy
~ CONCRETE FLOOR SLAB
0 0
~
r01 r~ L-l t~
I oT
201 200 100
0+ ~
(
I
~ PLAN IS SYMMETRICAL
ABOUT tf
~i~6 PI PI PI PI PI PI shy
4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6
3 6 46
PI
I
PI
3 6 4 6
ONE HALF FOUNDATION AND ANCHOR BOLT
OUT OF FOUNDATION
PLAN OTHER HALF SIMILAR EXCEPT OPPOSITE HAND
COL 14K C-I _____ _ 8~
h DIA x 8 ANCHOR gt-__ BOUS srI) MKG ~___ - ~
_~--~-~ -[-f---shy
---t-- ~ rth_~-COLUMN BASE - I~ AI( P4
DETAIL AT COLUMN BASE
DETAIL AT CORNER SHOWING PL ATES AND FIRST RIB
CHANNEL PLATE
PLATE AND ANCHOR BOLT
20
TION
ATION
CORNER DETAIL
FOUNDATIONS IN PLACE
a A Level the site =
rately to dimensior s 5-~
Excavate for wa S-
anchor bolts noting tha c ~- _
above finished floor line 2 - - - -- --
gineer in charge of erect -shy
suit local soil conditio-5
improperly set cut ne
torch or cold chisel
B Level the plates s-
When plates are true ~ _ -= =
with lean cement lO -~- ~-=- unit for details not sf - -- - shy
--
ADAPTATION COLUMNS GIRDERS AND STRUTS
COLUMNS AND GIRDERS SHOWING ORDER OF ERECTION bull
3 middot DIA STITCH BC middotS
STAGGERED
OPEN HOLES
bull ------
0
DETAIL AT COLUMN BASE
DJ G s 1S
22
=
ADAPTATION
COLUMNS GIoJLOIImiddot
C Next assemble the be - - DETAIL 2
erect in the same way ins~
ing N 1 This frame wi -
bull installing the four rib Seuro bullbull shy
wood staging can be no ~
in the manner just ot ~-= -
DETAIL 1
n A Assemble columns gin-=_
y e sections) on the grour
-
shy
tion in the building Boi
gether with 314 x I1jz stitch bo
one open hole opposite each bo
B Build wooden staging simi ashy
drawings Then assemble on - - r
~
-~___=O
_ _
marked A on drawing comple euro
column caps and bases knee b r aeshy
angles and bent plates for rib
bent into position brace and
bolts
RIBS AND GIRDERS
ADAPTATION
COLUMNS GIRDERS AND STRUTS
DETAIL 4 DETAIL 3
Ys SQ NUTS
W ASHERS FOR TIE RODSDETAIL OF TIE RODS
24 DETAIL SHOWING ANGLE CONNECTION
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
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~
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CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
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~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
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T
1 SECTION
CALamp I ~ [C
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COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
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36
~~~~~~~~ MATEBIAL~~1 5CARDED
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T- I L
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OF BULKHEAD FPAMING
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1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
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PLAN OF BULltHEAD I=~AMIN6 UNIT A
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~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
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Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
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SHo
sECTION
4 shy
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l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
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S~t OET All co
51-3 UNIT A
f 40 0 +
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37
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Dimensiors ~----shy
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INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
BASIC UNIT FRAME
TYPICAL RIB AND PURLIN FRAMING DIAGRAM
RIa SPLICE PLATE
ALL RIB SECnON5 MK RI
END RIB
SPLICING RIB
COMPLETED SPLICECORNER DEYAIL 4
IT E
ERECT FIRST RIB
2 HOLTITE SCREWS
RIB AND PURLIN
The frame consists of a series of semi-circular
II ribs assembled from three sections and spaced
at 4 0 on center The ribs are secured to the
channel plate at the bottom At the top of the building
there are twelve rows of steel purlins which run lengthshy
wise of the building and are screwed to the ribs
1 Assemble all the ribs on the ground Each rib conshy
sists of three sections each marked R I Assemble the
ribs near their location in the building To do this
place the sections on the ground near their location in
the plates and join the three sections with two splice
plates at each joint one on each side of the rib and 314 x 11f2 bolts with washers (See photos)
2 To raise the ribs construct three light movable
platforms out of crating lumber two sections 13 0
high and one section 15 6 high will be satisfactory
The ribs can then be easily raised in the manner shown
in the accompanying photographs
Raise the ribs Raise an end rib first then follow with
the others in sequence securing each rib as it is raised
P6
ERECT lAS
to the channel plate with fO ll
detail )
3 As successive ribs are ra~_
= between them noting that the 1 -
of the building receives two
marked P6 punched for brace -i
ends of these pieces over the fle~s _
around rib flange and nail t o Il~ - ~
4 After the first four ribs ta 0
_SO=i
them and brace them with p - -
and nailed to the inside of t f
in place raise the remaining - _ f
the successive ribs are e rec+
5 Attach the purlins
two Holtite screws place
ma ~_ =
~~
~ bull
detail) but use four sc
purlins should be erec
the staging that is tte shy
operation
BASIC UNIT BULKHEAD FRAMING
BULKHEAD FRAMING
~
DETAIL OF RAFTER CLIP
W IND GIRT AT RIB
T48 CONNECTION TO STUD W IND GIRT SPLICE
bull
6
3 CHANNEL DOOR
JAMB MK P8
- - ---J
Y2 DIA x 8 HOOK
- -
~~_ --~
= shy
BULKHEAD FRAME
Note For details not shown hereon see pages 15 16 and 28
II Assemble the bulkhead frame on the ground Raise the complete frame utilizing the staging previously built for erecting the ribs
1 Lay the channel plates P-2 near their location at either side of the doorway Then lay the vertical studs with their lower ends at their positions in the channels and their upper ends resting on saw horses
2 Attach the channel jambs marked P-8 to the jamb studs marked S-4 then secure the channel header marked P-7 to the jambs and insert studs marked S-5 and fasten with Holtite screws
3 To the frame thus assembled add the vertical studs S-l S-2 S-3 and S-4 and the horizontal girts T-24 and T-48 using Holtite screws at each connecshytion ( See detail)
4 Connect the wind girts maked TIL and T1R with splice plates marked B-6 Secure to bulkhead frame with four Holtite screws at each stud
S Bolt the angle brackets marked L-2 and L-3 to wind girt through holes provided for this purpose Do not connect braces marked L-1 until bulkhead is raised
6 Attach the rafter clips marked RC 1 to the tops of the vertical studs marked S-l S-2 S-3 S-4 and S-5
3 0 STUDS
3 CHANNEL PLATE MK P2
ANCHOR BOLTS
MK C WITH WASHER AND SQUARE NUT
Slip these clips over the studs clips over the flanges of the st_cpound ing part of the clips to the ap assume when in place Do not =shyuntil later since they may ha c after the frame is raised ( See =7 Square the entire bulkheaing Hold it square by means _ ally and nailed directly to the door opening Leave ths ~ framing is raised and secure ~
8 Raise the frame even - position After the frame - fully Then level it with s grout under the channe =-= Bulkhead must be leve 5 _ - _
9 Bolt channels dow ~--
10 Adjust rafter cli i - -
clip is snug agains~ tr each clip to the st d - shy
11
~ _~---
shy _ -
61 channel markec p F ~ -~ that purpose am __ ~ _ section header ( See - -
___
DETAIL SHOWING BULKHEAD CORRUGATED SHEET LAP
~~~~~~~li~~~~~~~~f11~f~Tri 1-26(
2-26~ ( 52 CORR SHEETS
_ _2-26 - 2~ - -shy -shy - C~~ ~EETs --shy~
STEEl DECKiNG DOOR
I1II I CORIi ASPHALT STRIP AT DOOR JAMB I
[ aUILDING
SYMMETRICALr FACE Of JAMB ABOUT
_____ __-sov_ ----Ii----------shy shy- -----shyIRIS
BASIC UNIT
BULKHEAD COVERING DOORS AND WINDOWS
DETAILS OF LOUVRE
1+shy---shy 3 STUD
80 DOUBLE HEAD
NAILS WITH STEEl
6 VfRTCAL AP
CORR SHEETS
2 HORIZONTAL LAP
LOuVRE UNT
HOlmE SCREWS
J-20 CORR SHEET
CORR SHEET
~ 52 middot
52~
2 0 - 6 jDOOR STAY ROLLER
ONE HALF BULKHEAD ELEVATION SHOWING CORRUGATED SHEnS (OTHER HALF SIMILAR BUT OPPOSITE HAND)
8
IBULKHEAD COVERING
3 STUDS
REINFORCING ANGLE
11=~-- K SCREWS
gtP~H-----shy SASH AND FRAME HANGER BRACKET FOR DOOR TRACK
DETAIL AT WINDOW HEAD
~----3 STUD shy
SASH-FRAME
SASH
8D NAILS
- FLASHING
HOL TlTE SCREWS
BOTTOM CORNER OF WINDOW
Install the doors and windows before applying the bulkhead covering The bulkhead covering then must be applied before the sides of the building are covered
1 Doors Bolt the brackets that support the door track to the door header (see detail) Attach a tab marked W101 and a wedge marked W100R or W100L to the bottom of each door leaf These serve respecshytively to keep the door clear of the screw heads in the channel plate and to hold it tight against the jamb when closed Hang the doors then locate the center door stop and secure it to the concrete With the door in closed position locate the door stay rollers at each jamb so the doors are held firmly against the jambs (See detail)
2 Windows Assemble the window frames from the knocked-down parts Fasten these members together with clip angles and metal screws provided Attach stay bars to the muntins and hinge sash at top of frame so it will swing to outside of building After the frames have been assembled slide them into place between the studs with bottom of sills 6 0 121 above floor and nail to studs through holes provided in frames Caulk mullion joint and install sill flashing F2
3 Covering The following description applies to the half of the bulkhead shown in drawing the corrugated sheets of which are marked with a number and the suffix L The corrugated sheets on the other half are applied in the same manner and order as on this half
DOOR TRACK AND
CENTER DOOR STOP
the numbers of these sheets however c R Start with the 261 x 561 sheet at shyedge of bulkhead Turn this sheet so t hEmiddot ~shy
rugation appears convex from outside of _ allow it to project 31 below bottom of c ~ P-2 Fasten to rib with filshie nail and nAU shy
marked S-l with edge projecting 31 beyc r ~shyof stud S- l
Next apply 261 x 1241 sheet keeping - - - _ back from face of jamb channel Now irs= and 261 x 1241 sheet lapping them tr ~
over sheets below and 61 at vertical _ shyin this manner placing the sheets as sl
Apply the 261 x 541 sheet under the 1 _ it to vertical studs S-5 Fasten the s ~_
tom of louvre frame with Holtite SC _
operating lever bracket (See de a louvre in place between the studs - - shythe sill flashing laps over the co- _~ and bolt it to the studs with s - ~ _shy __= t he louvre is secured apply sheets -a iling them to studs and ribs
Complete the bulkhead by app - s ttaching to rib with filshie nails
4 Curved Flashing Nail t ~ -ll1g F-3 to purlins and fasten to corruga- th Holtite screws Start with the lowest middot - - ~- ~ F-3) lining it with the bottom of the c-- _ =_ ~ets then lap each succeeding piece ove - shy
BASIC UNIT
SIDE AND ROOF COVERING
LAYOUT OF CORRUGATED ROOFING SHEETS
END OF BOTTOM ROW
START OF BOTTOM ROW SHEETS IN PLACE
10
~ shy
-
shy
51
MK PRJ
6 -1 CURVED RIB
STEEl SPUCE PlATES
EACH SlDE OF fUSS
4_314 Jlt IY-z SOLTS NUTS AND WASHERS
DETAIL AT PURLINS
6 ~ CURVED RIB MK RI
6 CURVED RIB
~ OlA Ie 8 middot AHCHOIl BOH
MJT AND WASHfR STD bull MK C
JOfNJ
APPLY ROO~amp
APPLY SHEETS DETAIL AT FLOOR
The sides and roof of building are covered with sheets 3 below bottom of
459 corrugated metal sheets 2712 wide by 92 lap is 3 12 See details fo r s
long nailed to purlins with 8d double headed ends Install second third
nails and fibre and steel washers at 8 oc Start with then repeat this process on -
bottom row of sheets at side wall keeping bottom of applying top row
BASIC UNIT
SCAFFOLDING
SUGGESTED METHOD OF BUILDING ERECTION STAGING
12
Ie UNIT
ERECTOR
Organization The erection of the SSAR Utility Buildin~
ation follows another-if the operations are done in sequence ~
to get off to the right start by being careful to get the channe ~
the starting ribs plumb Likewise the bulkhead framing must be sq
and corrugated iron will fit and so the doors will operate
A logical division of personnel is into crews for (1) setting the char
(3) framing the bulkhead and (4) applying the covering
The instructions give each operation complete in its proper order it
however to finish an operation throughout the entire building before the ~
time can be saved by having the crews working on their respective port
taneously for example the rib crew can be assembling ribs and the
assembling the bulkhead framing while the channels are being laid Th
ribs from the end have been raised plumbed and braced the bulkhead c shy
position while the erection staging is still near the end of the building T
corrugated iron covering can begin their work after the first bulkhead is ra
should follow closely behind that of the crew raising the remainder of the ~
bulkhead crew should assemble the other bulkhead framing and have it read
the last rib is in position
Hints If any of the steel members have become damaged in shipment
straighten them is by placing the bent part over a crate or sawhorse and h
down on each end The hardest way to straighten is by using a hammer
There is a trick to opening the banded crates When this is known and used re t
can be saved Take one of the screwdrivers furnished for assembling the fra rrlt=
under steel band about an inch or inch-and-half Turn the screwdriver about e
an eighth turn This brings the sharp edge of the screwdriver in contact with c
quickly This motion cuts the band rather than breaking it W hen the knack _
driver is lea rned opening the crates is an easy job Open crates carefully so lum ~ shy
in building erection staging
)
T he importance of using the right nails screws and attachments cannot be too __
Follow the instructions closely in this regard
Tools A complete set of necessary tools is furnished for erecting the complet e -~~-4=shy
should be supplied to the men who will use them If there are many buildings te bull _ ---shy
location the best scheme is to open all the boxes containing tools and pool the~
tool check
T ake good care of t he tools
BASIC UNIT
WORKING D RA WI NGS
The drawings reproduced on the following pages
are the working drawings from which the basic
building was manufactured On these drawings
all the parts necessary to assemble the building appear
along with their piece markings These drawings should
be studied in conjunction with the erection instructions
and illustrations appearing in other parts of the book
When so used they will help the erector understand
the entire building and see the reason for each sucshy
cessive operation We caution the erector not to cut
or repunch any part without first making sure that
cutting or punching is necessary as each member was
fabricated to fit into its respective position in the buildshy
ing without additional cutting etc
14
zt pUU~ PRO 7 2~ PUUH PR1_7 21f~ PURLIN ~ PP1 ) zo u_ bull 1 -- ~- ~~
i- shyI - shy
1
4
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bull bull - ~E_o0 0000
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Do Do 00
Do I 0 -- I 00
tS Rlf SPACE S 4O~_ 1000 T 100-Z OUT TO OUT of FOUN OAT I O N -
-
-I
PLANKOOF
____-00- lt_ ___ _ _____ __ __ _ _ _
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r- CON 5 TRUCT I OIW rOI NT --shy
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~________ _______~OO~C~Z~~O~U~~T~O~O~U~T ~Q~~~F~O~U~~~D~AT~I~O~NL__ _______________
F OUN DATION amp ANCHOR OOLT PLAN
r i~ 5 - 1 - lt a iC _shy -~ - IC
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Rw tI~1 TPAC)oIltbull 3 L ampHG TH~ 8-0
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PLAN OF TRAC~ EJRACK ET5
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I bull 1-1shy
gtshy ~z lt I h
H4 1 Tmiddot
I middot Pi~ J~
p
ELEVATION OF bULKHEAD FRAMI NG
fiSECTION ~
G CURvED RIIgt
~
~
scAl-E 4 oa lO
bEN 0 FLANGE~ o f PG
~ ( AROUND FLANCe OF RIamp I ~ R I NAIL TO NAILING
coamiddot 13GACHAHL FG 2= GROOVE
O r CHAtiL 1M A- I~- ta- ~~L RmiddotI HAI- It
I~- = __~___ _
DEVELOPED
middot80 DOUBiIi KEAOEP - --_H HAILS 4 STEaL 4 feRE WAS~ERS -ao c
DETAI b
CORR 51-1e-rs 3J(Hmiddotl PL
FINbull FL~P -
T
I -i 51ZE bull O~PTH of fOOTNC5
VAR amp S TO SUIT SOIL CONDITION 6
toT LESS TH AN 3 FINGPADE
REVISIONS
SECTION-pound J~d~CTIONreg cn 10middot 104 middot (4
ALL eoLT5 ep UtilES O THERWISE
ELEVATION
STRAN STEEL DIVISION GREAT LAKES STEEl CORPORATION
DETROIT MICHGAN
SCAlf HOTGO CuSIOlft $ Ol)[11
I-Cmiddot7112
NOTED
1
Roar PLRN SCALE a-=L-O
=shy
SECTION () gtCRLE ( 1-0
SECTION SCI=lLE SCRLE ~ 1-0
SECTION reg SCl=IlE 310
16
dolMshy OUT TO OJT FGJHClFnION ____ _
or 3ULKHEAD
L
RW-~I T~~ ~W Z()2 ~OClS ~Wle 1 ~RKTS
C
-trCORA SHST 5 CIJ~YEC 10 2O ~R AAOIIJS
~ews ef ac
l~~~O~ILS $Ee
b ~1-------Ly--t~WN~ t-40 ltQ
~
~lASHI~G M~ ~2
r~~ SHEET
A HQLnTE SCREWS
4a~ ) BX 146F1~C COtmt4ollOOS GJAT
pHD Wlltgtlt BOCT C~Rmiddot ~ET
F t- ytOOD SG12e-N amp WITH ampXP 5ol11ElDS
SECTION 12-0
TION ~ ~ middotmiddot O
REVISIONS STRAN STEEl DIVISION
GREAT LAKES STEfl CORPORATiON DETROIT MICHIGAN
SSRR 40xiOO CONVE ION TYPE UTI Ll -L Gmiddot
E 2 A5 NoreD
STUD
28
1a X 31
1 _ - - jUO( __I
~-~ t DS
ACTUAL BETWEEN HEAD TOP CHANNEL OF DOOR
t ~J
HEAD
0 o o C 0
2 lt)
z ~ o
3Ji( ~ RH STOVE BOLT
WEDGE MK Wl0QL OR R
TAB MK Wl0l FINISHED FLOOR
SILL BEYOND OPENING SCALE V FULL SIZE
7------ 4 HO LTTfE se RE S AT Ll
CLEARANCE CHANNEL amp L
4V4 ~ X 3l- x U GA
R W ~20-2 TRUCKS R W 18-31 amp 19-31 BRAC-ltE middot R W 11-31 CENTER BRAC l(fl
1 1
SCALE Y2 FULL SIZE
4 HOLTlTE SCREWS AT EACH STUD -shy-IoIIh---------
FINISHED FLOOR
3-16 GA CHANNEL PLATE
GRADE
GRAPHIC SCALE 2 3 4
I I I Size
2 3 4
I I I
OPENING
r 2 B 2 0 2 0 2 0 2 0 2 8
I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31
-]1 rr-- flUSH puL I _lt l Rt 1ro-l
- r- PADLOCK LA ES
I R W 139 I
I
J 1 -
19 X 31
_ ~ r-~ WEDGE MK HIOOl
-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-
L- fOOR CENTER STOP -- R W 55 GUIDE ROLLER amp
K ~ R W 171 -2 DIAMOND EXPANSION SHIELDDETAIL OR EQUAL FOR Y2 LAG
SC REW OTHER SIDE SAME
INTERIOR ELEVATION SCALE Yz - l middotO I
tROLLER R W I SS
BE lI TACHING
rOM CHAN l
~ L L J L=~ ~
I I I I I I
I
OPENING
__Jil _ 1_
flOOR CENTER STOP RW - 171-2 ~--f =b -~~ Iftlrr--- 2V X 16 F H WOOD SCREWiH~ ilil IUt+--- 122 u S E SCREW ANCHOR 2 L-lLYJ
3E MI( WlOOL amp R DETAIL K EN TO BOTTOM NL WITH 2li SCALE FULL SIZE
UUI CONTRACT ~ = middot 0
STOVE BOLTS
PAINT NOTE PAINT All SURFACES OF DOOR lEAVES 1 (ONE) STANDARD SHOP COAT OF METALLIC PRIMING PAINT BEfORE SHIPMENT SEE BIM FOR SPECIFICATION OF FINISH COAT OF PAINT
NOTE HARDWARE TO BE RICHARD-WILCOX OR EQUAL PADLOCKS ARE NOT FURNISHED UNDER THIS
0 I
I I 17 FULL
0 6 I
lG
5 6
I II
S 6
I I
-00
-BILL OF MATERIAL FOR 1 BUILDI NG Item N o o f Mark Pieces
6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1
1 72
B6 4 Al 4
4L2 L3 8
RC1 20 240 240 100 100
3500
350 3500 3500
3500
100I
PI 26 -
Crate Contents
HD816 American Fork amp Hoe Claw Hammer 1510 Mayhew Steel 101 Screw Drivers 1 x 8 11 Endres Center Punches
I 175 Warren Drift Pins AC1l2 Crescent 12 1 Adjustable Wrenches 21 Sargent 16 oz Plumb Bob 14 Danielson 10 1 Combination Pliers A9 Endres 11 Cold Chisels 236 Stanley 60 1 ZZ Rule ISO Coil 16 Ga Annealed Wire 250 Coil 9 Ga Annealed Wire 24 Warren Wrecking Bar 809 Atkins 26 Hand Saw 274 F E Hand Axe (American Fork amp Hoe) 347N 24 Wood Level Stanley Balls 100 Masons Line Pcs Blue Chalk 2165 Union Hack Saw Frame and 6 Blades 60 Coil Sisal Rope (Bowan amp Allison) B1 Crescent Mastic Guns A110 Crescent 10 Adjustable Wrench
NOTE Tool Kits-5 Tool Kits Required for 8 Buildings
I
Set Erection Instructions Yz l Dia x 8 Anchor Bolts with Nuts and Washes 31 x U61 Splice Plates 08Yzl 6 1 x 13 Ga Channel 0 2 Yzl Angles 2 x 2I x 8 Ga O 10 11 Angles 3 1 x 2 1 X 8 Ga O2 Yzl 3 1 Raft er Clips 1 x 1 Y M ach Bolts with Sq Nuts 1 Cut Steel Washers Yzl x 11 Machine Bolts with Sq Nuts Yzl Cut Steel Washers 14 x 1 Cadmium Plated Sheet Metal Screws P K
Style A 8d Common Nails 8d Double Head Galv Nails Comb Steel and Fibre Washers with 140 Dia Hole
in Center Comb Steel and Fibre Washers with 250 1 Dia Hole
in Center Filshie Nails 6 x 1 x 16 Ga Channel PI 4 2 Lg
-
Item Mark
lOR 10L 11
W100R W100L WI01
L1 T1R TIL Sl S2 S3 S4 S5
T24 T48 P2 P6 P7 P8
N o of Pieces
2 2 2 4
16 4
12 8
2 4
16 2 6 2 2 4
I 8 8
4 2 2 4
20 20
4 2 2 4 4 4 4 4 4 8 4 4 4 8
Crate Contents
BULKHEAD SHEETS (Continued)
26 1 x 102 1 x 26 Ga Galv Corr Sheet 26 1 x 102 1 x 26 Ga Galv Corr Sheet 261 X 136 11 x 26 Ga Galv Corr Sheet 261 x 1261 x 26 Ga Galv Corr Sheet 26 1 x 1241 x 26 Ga Galv Corr Sheet 26 x 56 1 x 26 Ga Galv Corr Sheet 261 x 521 x 26 Ga Galv Corr Sheet 261 x 26 x 26 Ga Galv Corr Sheet
Pro 601 x 12 0 1 Steel Sliding Doors 19 x 31 End Track Brackets 18 x 31 Track Brackets 11 x 31 Center Brackets Pcs 31 Door Track 8 0 1 Long Pro 55 Door Guide Rollers with Lag Screws 171-2 Door Center Floor Stops Pro 20 -2 Door Trucks 16 x 2 Yzl Lg F H Wood Screws 122 USE Screw Anchors 1 ID x 21 Lg for 16 Wood
Screws Diamond Expansion Shields for 11 Lag Screws L 1Ys X 1 x 12 Ga x 0 6 (Door Wedge) L 1Ysl X x 12 Ga x 06 1 (Door Wedge) 2 x 12 Ga Door Tab 3 1 Long U61 x 11 R Hd Stove Bolts with Sq Nuts 1 Cut Steel Washers
BULKHEAD FRAMING
Angles 3 1 x 3 1 x 14 Ga Brace 8 3 74 Channels 4 741 x 3 1 X 11 14 Ga Girt 15 10 Channels 4 741 x 3 1 X 11 14 Ga Girt 15101 3 1 x 16 Ga SS Studs 1110 1 3 x 16 Ga SS Studs 15 10 3 x 16 Ga SS Studs 183 1 3 x 16 Ga SS Studs 19O Ys 3 1 x 16 Ga SS Studs 7 10 741 Half Stud Trimmers l11 Yz Half Stud Trimmers 3 11 Yz 3 x 1 x 16 Ga Channel PI 140 Long 6 1 x 1 x 13 Ga Channel 4 5 3 x 16 Ga Channel PI 11 11 1 3 x 16 Ga Channel PI 11 11
PR1
R1
R1
2R 2L 3R 3L 4R 4L 5R 5L 6R 6L 7R 7L 8R 8L 9R 9L
60 2~1f x 18 Ga Purlins 191l Ys
20 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
19 I 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
92 II 2771 x 92 x 24 Ga Corr Galv Sheets (Curved) Curved to 20 6 Rad Inside
5 Crates Reqd
BULKHEAD SHEETS
2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 54Yz x 26 Ga Galv Corr Sheet 2 26 x 54 Yz x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 G a Galv Corr Sheet 2 26 x 132 x 26 Ga Galv Corr Sheet 2 26 x 132 x 26 G a Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 89 y~ x 26 Ga Galv Corr Sheet 2 26 x 8971 x 26 Ga Galv Corr Sheet
II T3 B3
JR3 JL3
II S3 SB2
F2 F3
II
II
II
II
8 Window Sash 8 Window Heads 8 Window Sills 8 Window Jambs 8 Window Jambs
32 Splice Plates 8
160 Stay Bars 10 x 3i R H Type Z Parker Kalon Sht
Screws 8 8shy 32 x Ys RHMS
10 671 x 28 Ga Galv Flashing 54 28 3 71 x 5Ys x 28 Ga Galv Flashing (Curved) 64
1 5 Gal Can Mastic 1 5 Gal Can Paint 1 4 Wide Paint Brush
44 271 Corr Asphalt Strip 2 Wide 24 Lg
2 Metal Louvres Complete with Frame 2
28 24 Ga Sill FlashingY6 x 1 Stove Bolts with Nut amp Washer
10 x 71 Stove Bolts with Nut amp Washer 8 14 x Sheet Metal Screws Type A
104 I Splice Plates 5 x x 12 Ga x 21
Metal
DAPTATION E 0 SE UENCE
BULKHEAD FRAMING
ASSEMBLE FRAME U lATIONS
BULKHEAD SHEETS
1 Foundations Layout building SE~ E_ _
pour concrete Place channel plates
ROOFING SHEETS
COMPLETED BUILDING
2 Columns Girders and Struts
terior columns and beams bulkhead studs S4 =~ - - -- r
and T48 install rod and knee bracing P lu- b - ~-
standing columns (See pages 222324 an shy
3 Ribs and Purlins Assemble and raisE -shy
pages 26 and 27)
- _- 4 Bulkheads Assemble remainder - - shy
steel studs and girts hang doors imta
gated metal sheets louvres and fias h ~
5 Exterior Covering Insta ll g bull bull -- gt
sheets to purlins (See pages 30 a ~
ADAPTATION
FOUNDATION
1002
OUT TO
~ ~
b t
l 0 M 0 h b M
E ~
~ ~
~
~
I 0 ~
middot~ ~
~ 0 blt0
~
0 0 LL LL c-~0 0shy
Jgtgt 0 0
I
0shy ~ 0shy
rgt 0 gt
~ ~
Jgt
middot gt ~ middot ~ gt ~ 0shy
~ gt
~ ~
b
middot 0 0 M
b
~ ~
4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6
J1~i6f
~ ~ i shy
1 PI PI PI PI PI PI
r--- 1-shy
PLAN IS N SYMMETRICAL shy ABOUT ~
I -oT ~ 0
O-l--shy1
l shy r~- _ shy - shy - --shy -- shy1-
~
1 0 0
1 0
r~ rE---shy -shy _ bullbull _ -
Irl L - shy
~ CONCRETE FLOOR SLAB
0 0
~
r01 r~ L-l t~
I oT
201 200 100
0+ ~
(
I
~ PLAN IS SYMMETRICAL
ABOUT tf
~i~6 PI PI PI PI PI PI shy
4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6
3 6 46
PI
I
PI
3 6 4 6
ONE HALF FOUNDATION AND ANCHOR BOLT
OUT OF FOUNDATION
PLAN OTHER HALF SIMILAR EXCEPT OPPOSITE HAND
COL 14K C-I _____ _ 8~
h DIA x 8 ANCHOR gt-__ BOUS srI) MKG ~___ - ~
_~--~-~ -[-f---shy
---t-- ~ rth_~-COLUMN BASE - I~ AI( P4
DETAIL AT COLUMN BASE
DETAIL AT CORNER SHOWING PL ATES AND FIRST RIB
CHANNEL PLATE
PLATE AND ANCHOR BOLT
20
TION
ATION
CORNER DETAIL
FOUNDATIONS IN PLACE
a A Level the site =
rately to dimensior s 5-~
Excavate for wa S-
anchor bolts noting tha c ~- _
above finished floor line 2 - - - -- --
gineer in charge of erect -shy
suit local soil conditio-5
improperly set cut ne
torch or cold chisel
B Level the plates s-
When plates are true ~ _ -= =
with lean cement lO -~- ~-=- unit for details not sf - -- - shy
--
ADAPTATION COLUMNS GIRDERS AND STRUTS
COLUMNS AND GIRDERS SHOWING ORDER OF ERECTION bull
3 middot DIA STITCH BC middotS
STAGGERED
OPEN HOLES
bull ------
0
DETAIL AT COLUMN BASE
DJ G s 1S
22
=
ADAPTATION
COLUMNS GIoJLOIImiddot
C Next assemble the be - - DETAIL 2
erect in the same way ins~
ing N 1 This frame wi -
bull installing the four rib Seuro bullbull shy
wood staging can be no ~
in the manner just ot ~-= -
DETAIL 1
n A Assemble columns gin-=_
y e sections) on the grour
-
shy
tion in the building Boi
gether with 314 x I1jz stitch bo
one open hole opposite each bo
B Build wooden staging simi ashy
drawings Then assemble on - - r
~
-~___=O
_ _
marked A on drawing comple euro
column caps and bases knee b r aeshy
angles and bent plates for rib
bent into position brace and
bolts
RIBS AND GIRDERS
ADAPTATION
COLUMNS GIRDERS AND STRUTS
DETAIL 4 DETAIL 3
Ys SQ NUTS
W ASHERS FOR TIE RODSDETAIL OF TIE RODS
24 DETAIL SHOWING ANGLE CONNECTION
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
IT E
ERECT FIRST RIB
2 HOLTITE SCREWS
RIB AND PURLIN
The frame consists of a series of semi-circular
II ribs assembled from three sections and spaced
at 4 0 on center The ribs are secured to the
channel plate at the bottom At the top of the building
there are twelve rows of steel purlins which run lengthshy
wise of the building and are screwed to the ribs
1 Assemble all the ribs on the ground Each rib conshy
sists of three sections each marked R I Assemble the
ribs near their location in the building To do this
place the sections on the ground near their location in
the plates and join the three sections with two splice
plates at each joint one on each side of the rib and 314 x 11f2 bolts with washers (See photos)
2 To raise the ribs construct three light movable
platforms out of crating lumber two sections 13 0
high and one section 15 6 high will be satisfactory
The ribs can then be easily raised in the manner shown
in the accompanying photographs
Raise the ribs Raise an end rib first then follow with
the others in sequence securing each rib as it is raised
P6
ERECT lAS
to the channel plate with fO ll
detail )
3 As successive ribs are ra~_
= between them noting that the 1 -
of the building receives two
marked P6 punched for brace -i
ends of these pieces over the fle~s _
around rib flange and nail t o Il~ - ~
4 After the first four ribs ta 0
_SO=i
them and brace them with p - -
and nailed to the inside of t f
in place raise the remaining - _ f
the successive ribs are e rec+
5 Attach the purlins
two Holtite screws place
ma ~_ =
~~
~ bull
detail) but use four sc
purlins should be erec
the staging that is tte shy
operation
BASIC UNIT BULKHEAD FRAMING
BULKHEAD FRAMING
~
DETAIL OF RAFTER CLIP
W IND GIRT AT RIB
T48 CONNECTION TO STUD W IND GIRT SPLICE
bull
6
3 CHANNEL DOOR
JAMB MK P8
- - ---J
Y2 DIA x 8 HOOK
- -
~~_ --~
= shy
BULKHEAD FRAME
Note For details not shown hereon see pages 15 16 and 28
II Assemble the bulkhead frame on the ground Raise the complete frame utilizing the staging previously built for erecting the ribs
1 Lay the channel plates P-2 near their location at either side of the doorway Then lay the vertical studs with their lower ends at their positions in the channels and their upper ends resting on saw horses
2 Attach the channel jambs marked P-8 to the jamb studs marked S-4 then secure the channel header marked P-7 to the jambs and insert studs marked S-5 and fasten with Holtite screws
3 To the frame thus assembled add the vertical studs S-l S-2 S-3 and S-4 and the horizontal girts T-24 and T-48 using Holtite screws at each connecshytion ( See detail)
4 Connect the wind girts maked TIL and T1R with splice plates marked B-6 Secure to bulkhead frame with four Holtite screws at each stud
S Bolt the angle brackets marked L-2 and L-3 to wind girt through holes provided for this purpose Do not connect braces marked L-1 until bulkhead is raised
6 Attach the rafter clips marked RC 1 to the tops of the vertical studs marked S-l S-2 S-3 S-4 and S-5
3 0 STUDS
3 CHANNEL PLATE MK P2
ANCHOR BOLTS
MK C WITH WASHER AND SQUARE NUT
Slip these clips over the studs clips over the flanges of the st_cpound ing part of the clips to the ap assume when in place Do not =shyuntil later since they may ha c after the frame is raised ( See =7 Square the entire bulkheaing Hold it square by means _ ally and nailed directly to the door opening Leave ths ~ framing is raised and secure ~
8 Raise the frame even - position After the frame - fully Then level it with s grout under the channe =-= Bulkhead must be leve 5 _ - _
9 Bolt channels dow ~--
10 Adjust rafter cli i - -
clip is snug agains~ tr each clip to the st d - shy
11
~ _~---
shy _ -
61 channel markec p F ~ -~ that purpose am __ ~ _ section header ( See - -
___
DETAIL SHOWING BULKHEAD CORRUGATED SHEET LAP
~~~~~~~li~~~~~~~~f11~f~Tri 1-26(
2-26~ ( 52 CORR SHEETS
_ _2-26 - 2~ - -shy -shy - C~~ ~EETs --shy~
STEEl DECKiNG DOOR
I1II I CORIi ASPHALT STRIP AT DOOR JAMB I
[ aUILDING
SYMMETRICALr FACE Of JAMB ABOUT
_____ __-sov_ ----Ii----------shy shy- -----shyIRIS
BASIC UNIT
BULKHEAD COVERING DOORS AND WINDOWS
DETAILS OF LOUVRE
1+shy---shy 3 STUD
80 DOUBLE HEAD
NAILS WITH STEEl
6 VfRTCAL AP
CORR SHEETS
2 HORIZONTAL LAP
LOuVRE UNT
HOlmE SCREWS
J-20 CORR SHEET
CORR SHEET
~ 52 middot
52~
2 0 - 6 jDOOR STAY ROLLER
ONE HALF BULKHEAD ELEVATION SHOWING CORRUGATED SHEnS (OTHER HALF SIMILAR BUT OPPOSITE HAND)
8
IBULKHEAD COVERING
3 STUDS
REINFORCING ANGLE
11=~-- K SCREWS
gtP~H-----shy SASH AND FRAME HANGER BRACKET FOR DOOR TRACK
DETAIL AT WINDOW HEAD
~----3 STUD shy
SASH-FRAME
SASH
8D NAILS
- FLASHING
HOL TlTE SCREWS
BOTTOM CORNER OF WINDOW
Install the doors and windows before applying the bulkhead covering The bulkhead covering then must be applied before the sides of the building are covered
1 Doors Bolt the brackets that support the door track to the door header (see detail) Attach a tab marked W101 and a wedge marked W100R or W100L to the bottom of each door leaf These serve respecshytively to keep the door clear of the screw heads in the channel plate and to hold it tight against the jamb when closed Hang the doors then locate the center door stop and secure it to the concrete With the door in closed position locate the door stay rollers at each jamb so the doors are held firmly against the jambs (See detail)
2 Windows Assemble the window frames from the knocked-down parts Fasten these members together with clip angles and metal screws provided Attach stay bars to the muntins and hinge sash at top of frame so it will swing to outside of building After the frames have been assembled slide them into place between the studs with bottom of sills 6 0 121 above floor and nail to studs through holes provided in frames Caulk mullion joint and install sill flashing F2
3 Covering The following description applies to the half of the bulkhead shown in drawing the corrugated sheets of which are marked with a number and the suffix L The corrugated sheets on the other half are applied in the same manner and order as on this half
DOOR TRACK AND
CENTER DOOR STOP
the numbers of these sheets however c R Start with the 261 x 561 sheet at shyedge of bulkhead Turn this sheet so t hEmiddot ~shy
rugation appears convex from outside of _ allow it to project 31 below bottom of c ~ P-2 Fasten to rib with filshie nail and nAU shy
marked S-l with edge projecting 31 beyc r ~shyof stud S- l
Next apply 261 x 1241 sheet keeping - - - _ back from face of jamb channel Now irs= and 261 x 1241 sheet lapping them tr ~
over sheets below and 61 at vertical _ shyin this manner placing the sheets as sl
Apply the 261 x 541 sheet under the 1 _ it to vertical studs S-5 Fasten the s ~_
tom of louvre frame with Holtite SC _
operating lever bracket (See de a louvre in place between the studs - - shythe sill flashing laps over the co- _~ and bolt it to the studs with s - ~ _shy __= t he louvre is secured apply sheets -a iling them to studs and ribs
Complete the bulkhead by app - s ttaching to rib with filshie nails
4 Curved Flashing Nail t ~ -ll1g F-3 to purlins and fasten to corruga- th Holtite screws Start with the lowest middot - - ~- ~ F-3) lining it with the bottom of the c-- _ =_ ~ets then lap each succeeding piece ove - shy
BASIC UNIT
SIDE AND ROOF COVERING
LAYOUT OF CORRUGATED ROOFING SHEETS
END OF BOTTOM ROW
START OF BOTTOM ROW SHEETS IN PLACE
10
~ shy
-
shy
51
MK PRJ
6 -1 CURVED RIB
STEEl SPUCE PlATES
EACH SlDE OF fUSS
4_314 Jlt IY-z SOLTS NUTS AND WASHERS
DETAIL AT PURLINS
6 ~ CURVED RIB MK RI
6 CURVED RIB
~ OlA Ie 8 middot AHCHOIl BOH
MJT AND WASHfR STD bull MK C
JOfNJ
APPLY ROO~amp
APPLY SHEETS DETAIL AT FLOOR
The sides and roof of building are covered with sheets 3 below bottom of
459 corrugated metal sheets 2712 wide by 92 lap is 3 12 See details fo r s
long nailed to purlins with 8d double headed ends Install second third
nails and fibre and steel washers at 8 oc Start with then repeat this process on -
bottom row of sheets at side wall keeping bottom of applying top row
BASIC UNIT
SCAFFOLDING
SUGGESTED METHOD OF BUILDING ERECTION STAGING
12
Ie UNIT
ERECTOR
Organization The erection of the SSAR Utility Buildin~
ation follows another-if the operations are done in sequence ~
to get off to the right start by being careful to get the channe ~
the starting ribs plumb Likewise the bulkhead framing must be sq
and corrugated iron will fit and so the doors will operate
A logical division of personnel is into crews for (1) setting the char
(3) framing the bulkhead and (4) applying the covering
The instructions give each operation complete in its proper order it
however to finish an operation throughout the entire building before the ~
time can be saved by having the crews working on their respective port
taneously for example the rib crew can be assembling ribs and the
assembling the bulkhead framing while the channels are being laid Th
ribs from the end have been raised plumbed and braced the bulkhead c shy
position while the erection staging is still near the end of the building T
corrugated iron covering can begin their work after the first bulkhead is ra
should follow closely behind that of the crew raising the remainder of the ~
bulkhead crew should assemble the other bulkhead framing and have it read
the last rib is in position
Hints If any of the steel members have become damaged in shipment
straighten them is by placing the bent part over a crate or sawhorse and h
down on each end The hardest way to straighten is by using a hammer
There is a trick to opening the banded crates When this is known and used re t
can be saved Take one of the screwdrivers furnished for assembling the fra rrlt=
under steel band about an inch or inch-and-half Turn the screwdriver about e
an eighth turn This brings the sharp edge of the screwdriver in contact with c
quickly This motion cuts the band rather than breaking it W hen the knack _
driver is lea rned opening the crates is an easy job Open crates carefully so lum ~ shy
in building erection staging
)
T he importance of using the right nails screws and attachments cannot be too __
Follow the instructions closely in this regard
Tools A complete set of necessary tools is furnished for erecting the complet e -~~-4=shy
should be supplied to the men who will use them If there are many buildings te bull _ ---shy
location the best scheme is to open all the boxes containing tools and pool the~
tool check
T ake good care of t he tools
BASIC UNIT
WORKING D RA WI NGS
The drawings reproduced on the following pages
are the working drawings from which the basic
building was manufactured On these drawings
all the parts necessary to assemble the building appear
along with their piece markings These drawings should
be studied in conjunction with the erection instructions
and illustrations appearing in other parts of the book
When so used they will help the erector understand
the entire building and see the reason for each sucshy
cessive operation We caution the erector not to cut
or repunch any part without first making sure that
cutting or punching is necessary as each member was
fabricated to fit into its respective position in the buildshy
ing without additional cutting etc
14
zt pUU~ PRO 7 2~ PUUH PR1_7 21f~ PURLIN ~ PP1 ) zo u_ bull 1 -- ~- ~~
i- shyI - shy
1
4
J 0ltgt
I cO ir 00
Il ~ 0 ~
III
a ~ ~I 00
0
~ ~
00 I
1
I I
0
-~
1-1
D D~ 00 - J I I
00 bull bullI
I
II ~-~ - ~00 -
I I I00 00 00 IIgt
n
bull bull - ~E_o0 0000
I I middot~ I
Do Do 00
Do I 0 -- I 00
tS Rlf SPACE S 4O~_ 1000 T 100-Z OUT TO OUT of FOUN OAT I O N -
-
-I
PLANKOOF
____-00- lt_ ___ _ _____ __ __ _ _ _
~ ~I
A - fi~
I II ~ 0
~ p shy --
0 ~ CQ NiTR UCTIO N
0 I
0middot
N shy
~t----
~I--==II
Q -
9j
~ 0 - ~ 0 ~ ~ -shy~I
~ ~I PI
~ t-
P I p
I P
TI I
L I -
I II
i I
~
~ 4 1~I-I I CK cONc REiE FLOOR SLAe - o-r OTuEJgt
~ W IJlE M E~H ltD lt0 GGA BY o 1I-E R50 f R 40 00 5HO P BVILD I N F ONLy
r- CON 5 TRUCT I OIW rOI NT --shy
~
P I
---L
I p p PI IP I P I PI I A- ~~ltiAltO+2~14vltD~~+ltc- A~ 3J 4lt0 3~l~~4 3ltOshy ~ 4 shy _
~________ _______~OO~C~Z~~O~U~~T~O~O~U~T ~Q~~~F~O~U~~~D~AT~I~O~NL__ _______________
F OUN DATION amp ANCHOR OOLT PLAN
r i~ 5 - 1 - lt a iC _shy -~ - IC
-= shyDETAIL PI AN - shy
Rw tI~1 TPAC)oIltbull 3 L ampHG TH~ 8-0
R - w ampRACKIiT ~19~
PLAN OF TRAC~ EJRACK ET5
R
s
PlI
( I lt0 0
lt ii) J ~
I bull 1-1shy
gtshy ~z lt I h
H4 1 Tmiddot
I middot Pi~ J~
p
ELEVATION OF bULKHEAD FRAMI NG
fiSECTION ~
G CURvED RIIgt
~
~
scAl-E 4 oa lO
bEN 0 FLANGE~ o f PG
~ ( AROUND FLANCe OF RIamp I ~ R I NAIL TO NAILING
coamiddot 13GACHAHL FG 2= GROOVE
O r CHAtiL 1M A- I~- ta- ~~L RmiddotI HAI- It
I~- = __~___ _
DEVELOPED
middot80 DOUBiIi KEAOEP - --_H HAILS 4 STEaL 4 feRE WAS~ERS -ao c
DETAI b
CORR 51-1e-rs 3J(Hmiddotl PL
FINbull FL~P -
T
I -i 51ZE bull O~PTH of fOOTNC5
VAR amp S TO SUIT SOIL CONDITION 6
toT LESS TH AN 3 FINGPADE
REVISIONS
SECTION-pound J~d~CTIONreg cn 10middot 104 middot (4
ALL eoLT5 ep UtilES O THERWISE
ELEVATION
STRAN STEEL DIVISION GREAT LAKES STEEl CORPORATION
DETROIT MICHGAN
SCAlf HOTGO CuSIOlft $ Ol)[11
I-Cmiddot7112
NOTED
1
Roar PLRN SCALE a-=L-O
=shy
SECTION () gtCRLE ( 1-0
SECTION SCI=lLE SCRLE ~ 1-0
SECTION reg SCl=IlE 310
16
dolMshy OUT TO OJT FGJHClFnION ____ _
or 3ULKHEAD
L
RW-~I T~~ ~W Z()2 ~OClS ~Wle 1 ~RKTS
C
-trCORA SHST 5 CIJ~YEC 10 2O ~R AAOIIJS
~ews ef ac
l~~~O~ILS $Ee
b ~1-------Ly--t~WN~ t-40 ltQ
~
~lASHI~G M~ ~2
r~~ SHEET
A HQLnTE SCREWS
4a~ ) BX 146F1~C COtmt4ollOOS GJAT
pHD Wlltgtlt BOCT C~Rmiddot ~ET
F t- ytOOD SG12e-N amp WITH ampXP 5ol11ElDS
SECTION 12-0
TION ~ ~ middotmiddot O
REVISIONS STRAN STEEl DIVISION
GREAT LAKES STEfl CORPORATiON DETROIT MICHIGAN
SSRR 40xiOO CONVE ION TYPE UTI Ll -L Gmiddot
E 2 A5 NoreD
STUD
28
1a X 31
1 _ - - jUO( __I
~-~ t DS
ACTUAL BETWEEN HEAD TOP CHANNEL OF DOOR
t ~J
HEAD
0 o o C 0
2 lt)
z ~ o
3Ji( ~ RH STOVE BOLT
WEDGE MK Wl0QL OR R
TAB MK Wl0l FINISHED FLOOR
SILL BEYOND OPENING SCALE V FULL SIZE
7------ 4 HO LTTfE se RE S AT Ll
CLEARANCE CHANNEL amp L
4V4 ~ X 3l- x U GA
R W ~20-2 TRUCKS R W 18-31 amp 19-31 BRAC-ltE middot R W 11-31 CENTER BRAC l(fl
1 1
SCALE Y2 FULL SIZE
4 HOLTlTE SCREWS AT EACH STUD -shy-IoIIh---------
FINISHED FLOOR
3-16 GA CHANNEL PLATE
GRADE
GRAPHIC SCALE 2 3 4
I I I Size
2 3 4
I I I
OPENING
r 2 B 2 0 2 0 2 0 2 0 2 8
I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31
-]1 rr-- flUSH puL I _lt l Rt 1ro-l
- r- PADLOCK LA ES
I R W 139 I
I
J 1 -
19 X 31
_ ~ r-~ WEDGE MK HIOOl
-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-
L- fOOR CENTER STOP -- R W 55 GUIDE ROLLER amp
K ~ R W 171 -2 DIAMOND EXPANSION SHIELDDETAIL OR EQUAL FOR Y2 LAG
SC REW OTHER SIDE SAME
INTERIOR ELEVATION SCALE Yz - l middotO I
tROLLER R W I SS
BE lI TACHING
rOM CHAN l
~ L L J L=~ ~
I I I I I I
I
OPENING
__Jil _ 1_
flOOR CENTER STOP RW - 171-2 ~--f =b -~~ Iftlrr--- 2V X 16 F H WOOD SCREWiH~ ilil IUt+--- 122 u S E SCREW ANCHOR 2 L-lLYJ
3E MI( WlOOL amp R DETAIL K EN TO BOTTOM NL WITH 2li SCALE FULL SIZE
UUI CONTRACT ~ = middot 0
STOVE BOLTS
PAINT NOTE PAINT All SURFACES OF DOOR lEAVES 1 (ONE) STANDARD SHOP COAT OF METALLIC PRIMING PAINT BEfORE SHIPMENT SEE BIM FOR SPECIFICATION OF FINISH COAT OF PAINT
NOTE HARDWARE TO BE RICHARD-WILCOX OR EQUAL PADLOCKS ARE NOT FURNISHED UNDER THIS
0 I
I I 17 FULL
0 6 I
lG
5 6
I II
S 6
I I
-00
-BILL OF MATERIAL FOR 1 BUILDI NG Item N o o f Mark Pieces
6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1
1 72
B6 4 Al 4
4L2 L3 8
RC1 20 240 240 100 100
3500
350 3500 3500
3500
100I
PI 26 -
Crate Contents
HD816 American Fork amp Hoe Claw Hammer 1510 Mayhew Steel 101 Screw Drivers 1 x 8 11 Endres Center Punches
I 175 Warren Drift Pins AC1l2 Crescent 12 1 Adjustable Wrenches 21 Sargent 16 oz Plumb Bob 14 Danielson 10 1 Combination Pliers A9 Endres 11 Cold Chisels 236 Stanley 60 1 ZZ Rule ISO Coil 16 Ga Annealed Wire 250 Coil 9 Ga Annealed Wire 24 Warren Wrecking Bar 809 Atkins 26 Hand Saw 274 F E Hand Axe (American Fork amp Hoe) 347N 24 Wood Level Stanley Balls 100 Masons Line Pcs Blue Chalk 2165 Union Hack Saw Frame and 6 Blades 60 Coil Sisal Rope (Bowan amp Allison) B1 Crescent Mastic Guns A110 Crescent 10 Adjustable Wrench
NOTE Tool Kits-5 Tool Kits Required for 8 Buildings
I
Set Erection Instructions Yz l Dia x 8 Anchor Bolts with Nuts and Washes 31 x U61 Splice Plates 08Yzl 6 1 x 13 Ga Channel 0 2 Yzl Angles 2 x 2I x 8 Ga O 10 11 Angles 3 1 x 2 1 X 8 Ga O2 Yzl 3 1 Raft er Clips 1 x 1 Y M ach Bolts with Sq Nuts 1 Cut Steel Washers Yzl x 11 Machine Bolts with Sq Nuts Yzl Cut Steel Washers 14 x 1 Cadmium Plated Sheet Metal Screws P K
Style A 8d Common Nails 8d Double Head Galv Nails Comb Steel and Fibre Washers with 140 Dia Hole
in Center Comb Steel and Fibre Washers with 250 1 Dia Hole
in Center Filshie Nails 6 x 1 x 16 Ga Channel PI 4 2 Lg
-
Item Mark
lOR 10L 11
W100R W100L WI01
L1 T1R TIL Sl S2 S3 S4 S5
T24 T48 P2 P6 P7 P8
N o of Pieces
2 2 2 4
16 4
12 8
2 4
16 2 6 2 2 4
I 8 8
4 2 2 4
20 20
4 2 2 4 4 4 4 4 4 8 4 4 4 8
Crate Contents
BULKHEAD SHEETS (Continued)
26 1 x 102 1 x 26 Ga Galv Corr Sheet 26 1 x 102 1 x 26 Ga Galv Corr Sheet 261 X 136 11 x 26 Ga Galv Corr Sheet 261 x 1261 x 26 Ga Galv Corr Sheet 26 1 x 1241 x 26 Ga Galv Corr Sheet 26 x 56 1 x 26 Ga Galv Corr Sheet 261 x 521 x 26 Ga Galv Corr Sheet 261 x 26 x 26 Ga Galv Corr Sheet
Pro 601 x 12 0 1 Steel Sliding Doors 19 x 31 End Track Brackets 18 x 31 Track Brackets 11 x 31 Center Brackets Pcs 31 Door Track 8 0 1 Long Pro 55 Door Guide Rollers with Lag Screws 171-2 Door Center Floor Stops Pro 20 -2 Door Trucks 16 x 2 Yzl Lg F H Wood Screws 122 USE Screw Anchors 1 ID x 21 Lg for 16 Wood
Screws Diamond Expansion Shields for 11 Lag Screws L 1Ys X 1 x 12 Ga x 0 6 (Door Wedge) L 1Ysl X x 12 Ga x 06 1 (Door Wedge) 2 x 12 Ga Door Tab 3 1 Long U61 x 11 R Hd Stove Bolts with Sq Nuts 1 Cut Steel Washers
BULKHEAD FRAMING
Angles 3 1 x 3 1 x 14 Ga Brace 8 3 74 Channels 4 741 x 3 1 X 11 14 Ga Girt 15 10 Channels 4 741 x 3 1 X 11 14 Ga Girt 15101 3 1 x 16 Ga SS Studs 1110 1 3 x 16 Ga SS Studs 15 10 3 x 16 Ga SS Studs 183 1 3 x 16 Ga SS Studs 19O Ys 3 1 x 16 Ga SS Studs 7 10 741 Half Stud Trimmers l11 Yz Half Stud Trimmers 3 11 Yz 3 x 1 x 16 Ga Channel PI 140 Long 6 1 x 1 x 13 Ga Channel 4 5 3 x 16 Ga Channel PI 11 11 1 3 x 16 Ga Channel PI 11 11
PR1
R1
R1
2R 2L 3R 3L 4R 4L 5R 5L 6R 6L 7R 7L 8R 8L 9R 9L
60 2~1f x 18 Ga Purlins 191l Ys
20 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
19 I 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
92 II 2771 x 92 x 24 Ga Corr Galv Sheets (Curved) Curved to 20 6 Rad Inside
5 Crates Reqd
BULKHEAD SHEETS
2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 54Yz x 26 Ga Galv Corr Sheet 2 26 x 54 Yz x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 G a Galv Corr Sheet 2 26 x 132 x 26 Ga Galv Corr Sheet 2 26 x 132 x 26 G a Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 89 y~ x 26 Ga Galv Corr Sheet 2 26 x 8971 x 26 Ga Galv Corr Sheet
II T3 B3
JR3 JL3
II S3 SB2
F2 F3
II
II
II
II
8 Window Sash 8 Window Heads 8 Window Sills 8 Window Jambs 8 Window Jambs
32 Splice Plates 8
160 Stay Bars 10 x 3i R H Type Z Parker Kalon Sht
Screws 8 8shy 32 x Ys RHMS
10 671 x 28 Ga Galv Flashing 54 28 3 71 x 5Ys x 28 Ga Galv Flashing (Curved) 64
1 5 Gal Can Mastic 1 5 Gal Can Paint 1 4 Wide Paint Brush
44 271 Corr Asphalt Strip 2 Wide 24 Lg
2 Metal Louvres Complete with Frame 2
28 24 Ga Sill FlashingY6 x 1 Stove Bolts with Nut amp Washer
10 x 71 Stove Bolts with Nut amp Washer 8 14 x Sheet Metal Screws Type A
104 I Splice Plates 5 x x 12 Ga x 21
Metal
DAPTATION E 0 SE UENCE
BULKHEAD FRAMING
ASSEMBLE FRAME U lATIONS
BULKHEAD SHEETS
1 Foundations Layout building SE~ E_ _
pour concrete Place channel plates
ROOFING SHEETS
COMPLETED BUILDING
2 Columns Girders and Struts
terior columns and beams bulkhead studs S4 =~ - - -- r
and T48 install rod and knee bracing P lu- b - ~-
standing columns (See pages 222324 an shy
3 Ribs and Purlins Assemble and raisE -shy
pages 26 and 27)
- _- 4 Bulkheads Assemble remainder - - shy
steel studs and girts hang doors imta
gated metal sheets louvres and fias h ~
5 Exterior Covering Insta ll g bull bull -- gt
sheets to purlins (See pages 30 a ~
ADAPTATION
FOUNDATION
1002
OUT TO
~ ~
b t
l 0 M 0 h b M
E ~
~ ~
~
~
I 0 ~
middot~ ~
~ 0 blt0
~
0 0 LL LL c-~0 0shy
Jgtgt 0 0
I
0shy ~ 0shy
rgt 0 gt
~ ~
Jgt
middot gt ~ middot ~ gt ~ 0shy
~ gt
~ ~
b
middot 0 0 M
b
~ ~
4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6
J1~i6f
~ ~ i shy
1 PI PI PI PI PI PI
r--- 1-shy
PLAN IS N SYMMETRICAL shy ABOUT ~
I -oT ~ 0
O-l--shy1
l shy r~- _ shy - shy - --shy -- shy1-
~
1 0 0
1 0
r~ rE---shy -shy _ bullbull _ -
Irl L - shy
~ CONCRETE FLOOR SLAB
0 0
~
r01 r~ L-l t~
I oT
201 200 100
0+ ~
(
I
~ PLAN IS SYMMETRICAL
ABOUT tf
~i~6 PI PI PI PI PI PI shy
4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6
3 6 46
PI
I
PI
3 6 4 6
ONE HALF FOUNDATION AND ANCHOR BOLT
OUT OF FOUNDATION
PLAN OTHER HALF SIMILAR EXCEPT OPPOSITE HAND
COL 14K C-I _____ _ 8~
h DIA x 8 ANCHOR gt-__ BOUS srI) MKG ~___ - ~
_~--~-~ -[-f---shy
---t-- ~ rth_~-COLUMN BASE - I~ AI( P4
DETAIL AT COLUMN BASE
DETAIL AT CORNER SHOWING PL ATES AND FIRST RIB
CHANNEL PLATE
PLATE AND ANCHOR BOLT
20
TION
ATION
CORNER DETAIL
FOUNDATIONS IN PLACE
a A Level the site =
rately to dimensior s 5-~
Excavate for wa S-
anchor bolts noting tha c ~- _
above finished floor line 2 - - - -- --
gineer in charge of erect -shy
suit local soil conditio-5
improperly set cut ne
torch or cold chisel
B Level the plates s-
When plates are true ~ _ -= =
with lean cement lO -~- ~-=- unit for details not sf - -- - shy
--
ADAPTATION COLUMNS GIRDERS AND STRUTS
COLUMNS AND GIRDERS SHOWING ORDER OF ERECTION bull
3 middot DIA STITCH BC middotS
STAGGERED
OPEN HOLES
bull ------
0
DETAIL AT COLUMN BASE
DJ G s 1S
22
=
ADAPTATION
COLUMNS GIoJLOIImiddot
C Next assemble the be - - DETAIL 2
erect in the same way ins~
ing N 1 This frame wi -
bull installing the four rib Seuro bullbull shy
wood staging can be no ~
in the manner just ot ~-= -
DETAIL 1
n A Assemble columns gin-=_
y e sections) on the grour
-
shy
tion in the building Boi
gether with 314 x I1jz stitch bo
one open hole opposite each bo
B Build wooden staging simi ashy
drawings Then assemble on - - r
~
-~___=O
_ _
marked A on drawing comple euro
column caps and bases knee b r aeshy
angles and bent plates for rib
bent into position brace and
bolts
RIBS AND GIRDERS
ADAPTATION
COLUMNS GIRDERS AND STRUTS
DETAIL 4 DETAIL 3
Ys SQ NUTS
W ASHERS FOR TIE RODSDETAIL OF TIE RODS
24 DETAIL SHOWING ANGLE CONNECTION
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
BASIC UNIT BULKHEAD FRAMING
BULKHEAD FRAMING
~
DETAIL OF RAFTER CLIP
W IND GIRT AT RIB
T48 CONNECTION TO STUD W IND GIRT SPLICE
bull
6
3 CHANNEL DOOR
JAMB MK P8
- - ---J
Y2 DIA x 8 HOOK
- -
~~_ --~
= shy
BULKHEAD FRAME
Note For details not shown hereon see pages 15 16 and 28
II Assemble the bulkhead frame on the ground Raise the complete frame utilizing the staging previously built for erecting the ribs
1 Lay the channel plates P-2 near their location at either side of the doorway Then lay the vertical studs with their lower ends at their positions in the channels and their upper ends resting on saw horses
2 Attach the channel jambs marked P-8 to the jamb studs marked S-4 then secure the channel header marked P-7 to the jambs and insert studs marked S-5 and fasten with Holtite screws
3 To the frame thus assembled add the vertical studs S-l S-2 S-3 and S-4 and the horizontal girts T-24 and T-48 using Holtite screws at each connecshytion ( See detail)
4 Connect the wind girts maked TIL and T1R with splice plates marked B-6 Secure to bulkhead frame with four Holtite screws at each stud
S Bolt the angle brackets marked L-2 and L-3 to wind girt through holes provided for this purpose Do not connect braces marked L-1 until bulkhead is raised
6 Attach the rafter clips marked RC 1 to the tops of the vertical studs marked S-l S-2 S-3 S-4 and S-5
3 0 STUDS
3 CHANNEL PLATE MK P2
ANCHOR BOLTS
MK C WITH WASHER AND SQUARE NUT
Slip these clips over the studs clips over the flanges of the st_cpound ing part of the clips to the ap assume when in place Do not =shyuntil later since they may ha c after the frame is raised ( See =7 Square the entire bulkheaing Hold it square by means _ ally and nailed directly to the door opening Leave ths ~ framing is raised and secure ~
8 Raise the frame even - position After the frame - fully Then level it with s grout under the channe =-= Bulkhead must be leve 5 _ - _
9 Bolt channels dow ~--
10 Adjust rafter cli i - -
clip is snug agains~ tr each clip to the st d - shy
11
~ _~---
shy _ -
61 channel markec p F ~ -~ that purpose am __ ~ _ section header ( See - -
___
DETAIL SHOWING BULKHEAD CORRUGATED SHEET LAP
~~~~~~~li~~~~~~~~f11~f~Tri 1-26(
2-26~ ( 52 CORR SHEETS
_ _2-26 - 2~ - -shy -shy - C~~ ~EETs --shy~
STEEl DECKiNG DOOR
I1II I CORIi ASPHALT STRIP AT DOOR JAMB I
[ aUILDING
SYMMETRICALr FACE Of JAMB ABOUT
_____ __-sov_ ----Ii----------shy shy- -----shyIRIS
BASIC UNIT
BULKHEAD COVERING DOORS AND WINDOWS
DETAILS OF LOUVRE
1+shy---shy 3 STUD
80 DOUBLE HEAD
NAILS WITH STEEl
6 VfRTCAL AP
CORR SHEETS
2 HORIZONTAL LAP
LOuVRE UNT
HOlmE SCREWS
J-20 CORR SHEET
CORR SHEET
~ 52 middot
52~
2 0 - 6 jDOOR STAY ROLLER
ONE HALF BULKHEAD ELEVATION SHOWING CORRUGATED SHEnS (OTHER HALF SIMILAR BUT OPPOSITE HAND)
8
IBULKHEAD COVERING
3 STUDS
REINFORCING ANGLE
11=~-- K SCREWS
gtP~H-----shy SASH AND FRAME HANGER BRACKET FOR DOOR TRACK
DETAIL AT WINDOW HEAD
~----3 STUD shy
SASH-FRAME
SASH
8D NAILS
- FLASHING
HOL TlTE SCREWS
BOTTOM CORNER OF WINDOW
Install the doors and windows before applying the bulkhead covering The bulkhead covering then must be applied before the sides of the building are covered
1 Doors Bolt the brackets that support the door track to the door header (see detail) Attach a tab marked W101 and a wedge marked W100R or W100L to the bottom of each door leaf These serve respecshytively to keep the door clear of the screw heads in the channel plate and to hold it tight against the jamb when closed Hang the doors then locate the center door stop and secure it to the concrete With the door in closed position locate the door stay rollers at each jamb so the doors are held firmly against the jambs (See detail)
2 Windows Assemble the window frames from the knocked-down parts Fasten these members together with clip angles and metal screws provided Attach stay bars to the muntins and hinge sash at top of frame so it will swing to outside of building After the frames have been assembled slide them into place between the studs with bottom of sills 6 0 121 above floor and nail to studs through holes provided in frames Caulk mullion joint and install sill flashing F2
3 Covering The following description applies to the half of the bulkhead shown in drawing the corrugated sheets of which are marked with a number and the suffix L The corrugated sheets on the other half are applied in the same manner and order as on this half
DOOR TRACK AND
CENTER DOOR STOP
the numbers of these sheets however c R Start with the 261 x 561 sheet at shyedge of bulkhead Turn this sheet so t hEmiddot ~shy
rugation appears convex from outside of _ allow it to project 31 below bottom of c ~ P-2 Fasten to rib with filshie nail and nAU shy
marked S-l with edge projecting 31 beyc r ~shyof stud S- l
Next apply 261 x 1241 sheet keeping - - - _ back from face of jamb channel Now irs= and 261 x 1241 sheet lapping them tr ~
over sheets below and 61 at vertical _ shyin this manner placing the sheets as sl
Apply the 261 x 541 sheet under the 1 _ it to vertical studs S-5 Fasten the s ~_
tom of louvre frame with Holtite SC _
operating lever bracket (See de a louvre in place between the studs - - shythe sill flashing laps over the co- _~ and bolt it to the studs with s - ~ _shy __= t he louvre is secured apply sheets -a iling them to studs and ribs
Complete the bulkhead by app - s ttaching to rib with filshie nails
4 Curved Flashing Nail t ~ -ll1g F-3 to purlins and fasten to corruga- th Holtite screws Start with the lowest middot - - ~- ~ F-3) lining it with the bottom of the c-- _ =_ ~ets then lap each succeeding piece ove - shy
BASIC UNIT
SIDE AND ROOF COVERING
LAYOUT OF CORRUGATED ROOFING SHEETS
END OF BOTTOM ROW
START OF BOTTOM ROW SHEETS IN PLACE
10
~ shy
-
shy
51
MK PRJ
6 -1 CURVED RIB
STEEl SPUCE PlATES
EACH SlDE OF fUSS
4_314 Jlt IY-z SOLTS NUTS AND WASHERS
DETAIL AT PURLINS
6 ~ CURVED RIB MK RI
6 CURVED RIB
~ OlA Ie 8 middot AHCHOIl BOH
MJT AND WASHfR STD bull MK C
JOfNJ
APPLY ROO~amp
APPLY SHEETS DETAIL AT FLOOR
The sides and roof of building are covered with sheets 3 below bottom of
459 corrugated metal sheets 2712 wide by 92 lap is 3 12 See details fo r s
long nailed to purlins with 8d double headed ends Install second third
nails and fibre and steel washers at 8 oc Start with then repeat this process on -
bottom row of sheets at side wall keeping bottom of applying top row
BASIC UNIT
SCAFFOLDING
SUGGESTED METHOD OF BUILDING ERECTION STAGING
12
Ie UNIT
ERECTOR
Organization The erection of the SSAR Utility Buildin~
ation follows another-if the operations are done in sequence ~
to get off to the right start by being careful to get the channe ~
the starting ribs plumb Likewise the bulkhead framing must be sq
and corrugated iron will fit and so the doors will operate
A logical division of personnel is into crews for (1) setting the char
(3) framing the bulkhead and (4) applying the covering
The instructions give each operation complete in its proper order it
however to finish an operation throughout the entire building before the ~
time can be saved by having the crews working on their respective port
taneously for example the rib crew can be assembling ribs and the
assembling the bulkhead framing while the channels are being laid Th
ribs from the end have been raised plumbed and braced the bulkhead c shy
position while the erection staging is still near the end of the building T
corrugated iron covering can begin their work after the first bulkhead is ra
should follow closely behind that of the crew raising the remainder of the ~
bulkhead crew should assemble the other bulkhead framing and have it read
the last rib is in position
Hints If any of the steel members have become damaged in shipment
straighten them is by placing the bent part over a crate or sawhorse and h
down on each end The hardest way to straighten is by using a hammer
There is a trick to opening the banded crates When this is known and used re t
can be saved Take one of the screwdrivers furnished for assembling the fra rrlt=
under steel band about an inch or inch-and-half Turn the screwdriver about e
an eighth turn This brings the sharp edge of the screwdriver in contact with c
quickly This motion cuts the band rather than breaking it W hen the knack _
driver is lea rned opening the crates is an easy job Open crates carefully so lum ~ shy
in building erection staging
)
T he importance of using the right nails screws and attachments cannot be too __
Follow the instructions closely in this regard
Tools A complete set of necessary tools is furnished for erecting the complet e -~~-4=shy
should be supplied to the men who will use them If there are many buildings te bull _ ---shy
location the best scheme is to open all the boxes containing tools and pool the~
tool check
T ake good care of t he tools
BASIC UNIT
WORKING D RA WI NGS
The drawings reproduced on the following pages
are the working drawings from which the basic
building was manufactured On these drawings
all the parts necessary to assemble the building appear
along with their piece markings These drawings should
be studied in conjunction with the erection instructions
and illustrations appearing in other parts of the book
When so used they will help the erector understand
the entire building and see the reason for each sucshy
cessive operation We caution the erector not to cut
or repunch any part without first making sure that
cutting or punching is necessary as each member was
fabricated to fit into its respective position in the buildshy
ing without additional cutting etc
14
zt pUU~ PRO 7 2~ PUUH PR1_7 21f~ PURLIN ~ PP1 ) zo u_ bull 1 -- ~- ~~
i- shyI - shy
1
4
J 0ltgt
I cO ir 00
Il ~ 0 ~
III
a ~ ~I 00
0
~ ~
00 I
1
I I
0
-~
1-1
D D~ 00 - J I I
00 bull bullI
I
II ~-~ - ~00 -
I I I00 00 00 IIgt
n
bull bull - ~E_o0 0000
I I middot~ I
Do Do 00
Do I 0 -- I 00
tS Rlf SPACE S 4O~_ 1000 T 100-Z OUT TO OUT of FOUN OAT I O N -
-
-I
PLANKOOF
____-00- lt_ ___ _ _____ __ __ _ _ _
~ ~I
A - fi~
I II ~ 0
~ p shy --
0 ~ CQ NiTR UCTIO N
0 I
0middot
N shy
~t----
~I--==II
Q -
9j
~ 0 - ~ 0 ~ ~ -shy~I
~ ~I PI
~ t-
P I p
I P
TI I
L I -
I II
i I
~
~ 4 1~I-I I CK cONc REiE FLOOR SLAe - o-r OTuEJgt
~ W IJlE M E~H ltD lt0 GGA BY o 1I-E R50 f R 40 00 5HO P BVILD I N F ONLy
r- CON 5 TRUCT I OIW rOI NT --shy
~
P I
---L
I p p PI IP I P I PI I A- ~~ltiAltO+2~14vltD~~+ltc- A~ 3J 4lt0 3~l~~4 3ltOshy ~ 4 shy _
~________ _______~OO~C~Z~~O~U~~T~O~O~U~T ~Q~~~F~O~U~~~D~AT~I~O~NL__ _______________
F OUN DATION amp ANCHOR OOLT PLAN
r i~ 5 - 1 - lt a iC _shy -~ - IC
-= shyDETAIL PI AN - shy
Rw tI~1 TPAC)oIltbull 3 L ampHG TH~ 8-0
R - w ampRACKIiT ~19~
PLAN OF TRAC~ EJRACK ET5
R
s
PlI
( I lt0 0
lt ii) J ~
I bull 1-1shy
gtshy ~z lt I h
H4 1 Tmiddot
I middot Pi~ J~
p
ELEVATION OF bULKHEAD FRAMI NG
fiSECTION ~
G CURvED RIIgt
~
~
scAl-E 4 oa lO
bEN 0 FLANGE~ o f PG
~ ( AROUND FLANCe OF RIamp I ~ R I NAIL TO NAILING
coamiddot 13GACHAHL FG 2= GROOVE
O r CHAtiL 1M A- I~- ta- ~~L RmiddotI HAI- It
I~- = __~___ _
DEVELOPED
middot80 DOUBiIi KEAOEP - --_H HAILS 4 STEaL 4 feRE WAS~ERS -ao c
DETAI b
CORR 51-1e-rs 3J(Hmiddotl PL
FINbull FL~P -
T
I -i 51ZE bull O~PTH of fOOTNC5
VAR amp S TO SUIT SOIL CONDITION 6
toT LESS TH AN 3 FINGPADE
REVISIONS
SECTION-pound J~d~CTIONreg cn 10middot 104 middot (4
ALL eoLT5 ep UtilES O THERWISE
ELEVATION
STRAN STEEL DIVISION GREAT LAKES STEEl CORPORATION
DETROIT MICHGAN
SCAlf HOTGO CuSIOlft $ Ol)[11
I-Cmiddot7112
NOTED
1
Roar PLRN SCALE a-=L-O
=shy
SECTION () gtCRLE ( 1-0
SECTION SCI=lLE SCRLE ~ 1-0
SECTION reg SCl=IlE 310
16
dolMshy OUT TO OJT FGJHClFnION ____ _
or 3ULKHEAD
L
RW-~I T~~ ~W Z()2 ~OClS ~Wle 1 ~RKTS
C
-trCORA SHST 5 CIJ~YEC 10 2O ~R AAOIIJS
~ews ef ac
l~~~O~ILS $Ee
b ~1-------Ly--t~WN~ t-40 ltQ
~
~lASHI~G M~ ~2
r~~ SHEET
A HQLnTE SCREWS
4a~ ) BX 146F1~C COtmt4ollOOS GJAT
pHD Wlltgtlt BOCT C~Rmiddot ~ET
F t- ytOOD SG12e-N amp WITH ampXP 5ol11ElDS
SECTION 12-0
TION ~ ~ middotmiddot O
REVISIONS STRAN STEEl DIVISION
GREAT LAKES STEfl CORPORATiON DETROIT MICHIGAN
SSRR 40xiOO CONVE ION TYPE UTI Ll -L Gmiddot
E 2 A5 NoreD
STUD
28
1a X 31
1 _ - - jUO( __I
~-~ t DS
ACTUAL BETWEEN HEAD TOP CHANNEL OF DOOR
t ~J
HEAD
0 o o C 0
2 lt)
z ~ o
3Ji( ~ RH STOVE BOLT
WEDGE MK Wl0QL OR R
TAB MK Wl0l FINISHED FLOOR
SILL BEYOND OPENING SCALE V FULL SIZE
7------ 4 HO LTTfE se RE S AT Ll
CLEARANCE CHANNEL amp L
4V4 ~ X 3l- x U GA
R W ~20-2 TRUCKS R W 18-31 amp 19-31 BRAC-ltE middot R W 11-31 CENTER BRAC l(fl
1 1
SCALE Y2 FULL SIZE
4 HOLTlTE SCREWS AT EACH STUD -shy-IoIIh---------
FINISHED FLOOR
3-16 GA CHANNEL PLATE
GRADE
GRAPHIC SCALE 2 3 4
I I I Size
2 3 4
I I I
OPENING
r 2 B 2 0 2 0 2 0 2 0 2 8
I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31
-]1 rr-- flUSH puL I _lt l Rt 1ro-l
- r- PADLOCK LA ES
I R W 139 I
I
J 1 -
19 X 31
_ ~ r-~ WEDGE MK HIOOl
-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-
L- fOOR CENTER STOP -- R W 55 GUIDE ROLLER amp
K ~ R W 171 -2 DIAMOND EXPANSION SHIELDDETAIL OR EQUAL FOR Y2 LAG
SC REW OTHER SIDE SAME
INTERIOR ELEVATION SCALE Yz - l middotO I
tROLLER R W I SS
BE lI TACHING
rOM CHAN l
~ L L J L=~ ~
I I I I I I
I
OPENING
__Jil _ 1_
flOOR CENTER STOP RW - 171-2 ~--f =b -~~ Iftlrr--- 2V X 16 F H WOOD SCREWiH~ ilil IUt+--- 122 u S E SCREW ANCHOR 2 L-lLYJ
3E MI( WlOOL amp R DETAIL K EN TO BOTTOM NL WITH 2li SCALE FULL SIZE
UUI CONTRACT ~ = middot 0
STOVE BOLTS
PAINT NOTE PAINT All SURFACES OF DOOR lEAVES 1 (ONE) STANDARD SHOP COAT OF METALLIC PRIMING PAINT BEfORE SHIPMENT SEE BIM FOR SPECIFICATION OF FINISH COAT OF PAINT
NOTE HARDWARE TO BE RICHARD-WILCOX OR EQUAL PADLOCKS ARE NOT FURNISHED UNDER THIS
0 I
I I 17 FULL
0 6 I
lG
5 6
I II
S 6
I I
-00
-BILL OF MATERIAL FOR 1 BUILDI NG Item N o o f Mark Pieces
6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1
1 72
B6 4 Al 4
4L2 L3 8
RC1 20 240 240 100 100
3500
350 3500 3500
3500
100I
PI 26 -
Crate Contents
HD816 American Fork amp Hoe Claw Hammer 1510 Mayhew Steel 101 Screw Drivers 1 x 8 11 Endres Center Punches
I 175 Warren Drift Pins AC1l2 Crescent 12 1 Adjustable Wrenches 21 Sargent 16 oz Plumb Bob 14 Danielson 10 1 Combination Pliers A9 Endres 11 Cold Chisels 236 Stanley 60 1 ZZ Rule ISO Coil 16 Ga Annealed Wire 250 Coil 9 Ga Annealed Wire 24 Warren Wrecking Bar 809 Atkins 26 Hand Saw 274 F E Hand Axe (American Fork amp Hoe) 347N 24 Wood Level Stanley Balls 100 Masons Line Pcs Blue Chalk 2165 Union Hack Saw Frame and 6 Blades 60 Coil Sisal Rope (Bowan amp Allison) B1 Crescent Mastic Guns A110 Crescent 10 Adjustable Wrench
NOTE Tool Kits-5 Tool Kits Required for 8 Buildings
I
Set Erection Instructions Yz l Dia x 8 Anchor Bolts with Nuts and Washes 31 x U61 Splice Plates 08Yzl 6 1 x 13 Ga Channel 0 2 Yzl Angles 2 x 2I x 8 Ga O 10 11 Angles 3 1 x 2 1 X 8 Ga O2 Yzl 3 1 Raft er Clips 1 x 1 Y M ach Bolts with Sq Nuts 1 Cut Steel Washers Yzl x 11 Machine Bolts with Sq Nuts Yzl Cut Steel Washers 14 x 1 Cadmium Plated Sheet Metal Screws P K
Style A 8d Common Nails 8d Double Head Galv Nails Comb Steel and Fibre Washers with 140 Dia Hole
in Center Comb Steel and Fibre Washers with 250 1 Dia Hole
in Center Filshie Nails 6 x 1 x 16 Ga Channel PI 4 2 Lg
-
Item Mark
lOR 10L 11
W100R W100L WI01
L1 T1R TIL Sl S2 S3 S4 S5
T24 T48 P2 P6 P7 P8
N o of Pieces
2 2 2 4
16 4
12 8
2 4
16 2 6 2 2 4
I 8 8
4 2 2 4
20 20
4 2 2 4 4 4 4 4 4 8 4 4 4 8
Crate Contents
BULKHEAD SHEETS (Continued)
26 1 x 102 1 x 26 Ga Galv Corr Sheet 26 1 x 102 1 x 26 Ga Galv Corr Sheet 261 X 136 11 x 26 Ga Galv Corr Sheet 261 x 1261 x 26 Ga Galv Corr Sheet 26 1 x 1241 x 26 Ga Galv Corr Sheet 26 x 56 1 x 26 Ga Galv Corr Sheet 261 x 521 x 26 Ga Galv Corr Sheet 261 x 26 x 26 Ga Galv Corr Sheet
Pro 601 x 12 0 1 Steel Sliding Doors 19 x 31 End Track Brackets 18 x 31 Track Brackets 11 x 31 Center Brackets Pcs 31 Door Track 8 0 1 Long Pro 55 Door Guide Rollers with Lag Screws 171-2 Door Center Floor Stops Pro 20 -2 Door Trucks 16 x 2 Yzl Lg F H Wood Screws 122 USE Screw Anchors 1 ID x 21 Lg for 16 Wood
Screws Diamond Expansion Shields for 11 Lag Screws L 1Ys X 1 x 12 Ga x 0 6 (Door Wedge) L 1Ysl X x 12 Ga x 06 1 (Door Wedge) 2 x 12 Ga Door Tab 3 1 Long U61 x 11 R Hd Stove Bolts with Sq Nuts 1 Cut Steel Washers
BULKHEAD FRAMING
Angles 3 1 x 3 1 x 14 Ga Brace 8 3 74 Channels 4 741 x 3 1 X 11 14 Ga Girt 15 10 Channels 4 741 x 3 1 X 11 14 Ga Girt 15101 3 1 x 16 Ga SS Studs 1110 1 3 x 16 Ga SS Studs 15 10 3 x 16 Ga SS Studs 183 1 3 x 16 Ga SS Studs 19O Ys 3 1 x 16 Ga SS Studs 7 10 741 Half Stud Trimmers l11 Yz Half Stud Trimmers 3 11 Yz 3 x 1 x 16 Ga Channel PI 140 Long 6 1 x 1 x 13 Ga Channel 4 5 3 x 16 Ga Channel PI 11 11 1 3 x 16 Ga Channel PI 11 11
PR1
R1
R1
2R 2L 3R 3L 4R 4L 5R 5L 6R 6L 7R 7L 8R 8L 9R 9L
60 2~1f x 18 Ga Purlins 191l Ys
20 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
19 I 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
92 II 2771 x 92 x 24 Ga Corr Galv Sheets (Curved) Curved to 20 6 Rad Inside
5 Crates Reqd
BULKHEAD SHEETS
2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 54Yz x 26 Ga Galv Corr Sheet 2 26 x 54 Yz x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 G a Galv Corr Sheet 2 26 x 132 x 26 Ga Galv Corr Sheet 2 26 x 132 x 26 G a Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 89 y~ x 26 Ga Galv Corr Sheet 2 26 x 8971 x 26 Ga Galv Corr Sheet
II T3 B3
JR3 JL3
II S3 SB2
F2 F3
II
II
II
II
8 Window Sash 8 Window Heads 8 Window Sills 8 Window Jambs 8 Window Jambs
32 Splice Plates 8
160 Stay Bars 10 x 3i R H Type Z Parker Kalon Sht
Screws 8 8shy 32 x Ys RHMS
10 671 x 28 Ga Galv Flashing 54 28 3 71 x 5Ys x 28 Ga Galv Flashing (Curved) 64
1 5 Gal Can Mastic 1 5 Gal Can Paint 1 4 Wide Paint Brush
44 271 Corr Asphalt Strip 2 Wide 24 Lg
2 Metal Louvres Complete with Frame 2
28 24 Ga Sill FlashingY6 x 1 Stove Bolts with Nut amp Washer
10 x 71 Stove Bolts with Nut amp Washer 8 14 x Sheet Metal Screws Type A
104 I Splice Plates 5 x x 12 Ga x 21
Metal
DAPTATION E 0 SE UENCE
BULKHEAD FRAMING
ASSEMBLE FRAME U lATIONS
BULKHEAD SHEETS
1 Foundations Layout building SE~ E_ _
pour concrete Place channel plates
ROOFING SHEETS
COMPLETED BUILDING
2 Columns Girders and Struts
terior columns and beams bulkhead studs S4 =~ - - -- r
and T48 install rod and knee bracing P lu- b - ~-
standing columns (See pages 222324 an shy
3 Ribs and Purlins Assemble and raisE -shy
pages 26 and 27)
- _- 4 Bulkheads Assemble remainder - - shy
steel studs and girts hang doors imta
gated metal sheets louvres and fias h ~
5 Exterior Covering Insta ll g bull bull -- gt
sheets to purlins (See pages 30 a ~
ADAPTATION
FOUNDATION
1002
OUT TO
~ ~
b t
l 0 M 0 h b M
E ~
~ ~
~
~
I 0 ~
middot~ ~
~ 0 blt0
~
0 0 LL LL c-~0 0shy
Jgtgt 0 0
I
0shy ~ 0shy
rgt 0 gt
~ ~
Jgt
middot gt ~ middot ~ gt ~ 0shy
~ gt
~ ~
b
middot 0 0 M
b
~ ~
4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6
J1~i6f
~ ~ i shy
1 PI PI PI PI PI PI
r--- 1-shy
PLAN IS N SYMMETRICAL shy ABOUT ~
I -oT ~ 0
O-l--shy1
l shy r~- _ shy - shy - --shy -- shy1-
~
1 0 0
1 0
r~ rE---shy -shy _ bullbull _ -
Irl L - shy
~ CONCRETE FLOOR SLAB
0 0
~
r01 r~ L-l t~
I oT
201 200 100
0+ ~
(
I
~ PLAN IS SYMMETRICAL
ABOUT tf
~i~6 PI PI PI PI PI PI shy
4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6
3 6 46
PI
I
PI
3 6 4 6
ONE HALF FOUNDATION AND ANCHOR BOLT
OUT OF FOUNDATION
PLAN OTHER HALF SIMILAR EXCEPT OPPOSITE HAND
COL 14K C-I _____ _ 8~
h DIA x 8 ANCHOR gt-__ BOUS srI) MKG ~___ - ~
_~--~-~ -[-f---shy
---t-- ~ rth_~-COLUMN BASE - I~ AI( P4
DETAIL AT COLUMN BASE
DETAIL AT CORNER SHOWING PL ATES AND FIRST RIB
CHANNEL PLATE
PLATE AND ANCHOR BOLT
20
TION
ATION
CORNER DETAIL
FOUNDATIONS IN PLACE
a A Level the site =
rately to dimensior s 5-~
Excavate for wa S-
anchor bolts noting tha c ~- _
above finished floor line 2 - - - -- --
gineer in charge of erect -shy
suit local soil conditio-5
improperly set cut ne
torch or cold chisel
B Level the plates s-
When plates are true ~ _ -= =
with lean cement lO -~- ~-=- unit for details not sf - -- - shy
--
ADAPTATION COLUMNS GIRDERS AND STRUTS
COLUMNS AND GIRDERS SHOWING ORDER OF ERECTION bull
3 middot DIA STITCH BC middotS
STAGGERED
OPEN HOLES
bull ------
0
DETAIL AT COLUMN BASE
DJ G s 1S
22
=
ADAPTATION
COLUMNS GIoJLOIImiddot
C Next assemble the be - - DETAIL 2
erect in the same way ins~
ing N 1 This frame wi -
bull installing the four rib Seuro bullbull shy
wood staging can be no ~
in the manner just ot ~-= -
DETAIL 1
n A Assemble columns gin-=_
y e sections) on the grour
-
shy
tion in the building Boi
gether with 314 x I1jz stitch bo
one open hole opposite each bo
B Build wooden staging simi ashy
drawings Then assemble on - - r
~
-~___=O
_ _
marked A on drawing comple euro
column caps and bases knee b r aeshy
angles and bent plates for rib
bent into position brace and
bolts
RIBS AND GIRDERS
ADAPTATION
COLUMNS GIRDERS AND STRUTS
DETAIL 4 DETAIL 3
Ys SQ NUTS
W ASHERS FOR TIE RODSDETAIL OF TIE RODS
24 DETAIL SHOWING ANGLE CONNECTION
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
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-
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6 11bull
kil ( bull
A
111
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Ll f
-
-
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-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
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~
10Altgt0FyentD --shy
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ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
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DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
3 CHANNEL DOOR
JAMB MK P8
- - ---J
Y2 DIA x 8 HOOK
- -
~~_ --~
= shy
BULKHEAD FRAME
Note For details not shown hereon see pages 15 16 and 28
II Assemble the bulkhead frame on the ground Raise the complete frame utilizing the staging previously built for erecting the ribs
1 Lay the channel plates P-2 near their location at either side of the doorway Then lay the vertical studs with their lower ends at their positions in the channels and their upper ends resting on saw horses
2 Attach the channel jambs marked P-8 to the jamb studs marked S-4 then secure the channel header marked P-7 to the jambs and insert studs marked S-5 and fasten with Holtite screws
3 To the frame thus assembled add the vertical studs S-l S-2 S-3 and S-4 and the horizontal girts T-24 and T-48 using Holtite screws at each connecshytion ( See detail)
4 Connect the wind girts maked TIL and T1R with splice plates marked B-6 Secure to bulkhead frame with four Holtite screws at each stud
S Bolt the angle brackets marked L-2 and L-3 to wind girt through holes provided for this purpose Do not connect braces marked L-1 until bulkhead is raised
6 Attach the rafter clips marked RC 1 to the tops of the vertical studs marked S-l S-2 S-3 S-4 and S-5
3 0 STUDS
3 CHANNEL PLATE MK P2
ANCHOR BOLTS
MK C WITH WASHER AND SQUARE NUT
Slip these clips over the studs clips over the flanges of the st_cpound ing part of the clips to the ap assume when in place Do not =shyuntil later since they may ha c after the frame is raised ( See =7 Square the entire bulkheaing Hold it square by means _ ally and nailed directly to the door opening Leave ths ~ framing is raised and secure ~
8 Raise the frame even - position After the frame - fully Then level it with s grout under the channe =-= Bulkhead must be leve 5 _ - _
9 Bolt channels dow ~--
10 Adjust rafter cli i - -
clip is snug agains~ tr each clip to the st d - shy
11
~ _~---
shy _ -
61 channel markec p F ~ -~ that purpose am __ ~ _ section header ( See - -
___
DETAIL SHOWING BULKHEAD CORRUGATED SHEET LAP
~~~~~~~li~~~~~~~~f11~f~Tri 1-26(
2-26~ ( 52 CORR SHEETS
_ _2-26 - 2~ - -shy -shy - C~~ ~EETs --shy~
STEEl DECKiNG DOOR
I1II I CORIi ASPHALT STRIP AT DOOR JAMB I
[ aUILDING
SYMMETRICALr FACE Of JAMB ABOUT
_____ __-sov_ ----Ii----------shy shy- -----shyIRIS
BASIC UNIT
BULKHEAD COVERING DOORS AND WINDOWS
DETAILS OF LOUVRE
1+shy---shy 3 STUD
80 DOUBLE HEAD
NAILS WITH STEEl
6 VfRTCAL AP
CORR SHEETS
2 HORIZONTAL LAP
LOuVRE UNT
HOlmE SCREWS
J-20 CORR SHEET
CORR SHEET
~ 52 middot
52~
2 0 - 6 jDOOR STAY ROLLER
ONE HALF BULKHEAD ELEVATION SHOWING CORRUGATED SHEnS (OTHER HALF SIMILAR BUT OPPOSITE HAND)
8
IBULKHEAD COVERING
3 STUDS
REINFORCING ANGLE
11=~-- K SCREWS
gtP~H-----shy SASH AND FRAME HANGER BRACKET FOR DOOR TRACK
DETAIL AT WINDOW HEAD
~----3 STUD shy
SASH-FRAME
SASH
8D NAILS
- FLASHING
HOL TlTE SCREWS
BOTTOM CORNER OF WINDOW
Install the doors and windows before applying the bulkhead covering The bulkhead covering then must be applied before the sides of the building are covered
1 Doors Bolt the brackets that support the door track to the door header (see detail) Attach a tab marked W101 and a wedge marked W100R or W100L to the bottom of each door leaf These serve respecshytively to keep the door clear of the screw heads in the channel plate and to hold it tight against the jamb when closed Hang the doors then locate the center door stop and secure it to the concrete With the door in closed position locate the door stay rollers at each jamb so the doors are held firmly against the jambs (See detail)
2 Windows Assemble the window frames from the knocked-down parts Fasten these members together with clip angles and metal screws provided Attach stay bars to the muntins and hinge sash at top of frame so it will swing to outside of building After the frames have been assembled slide them into place between the studs with bottom of sills 6 0 121 above floor and nail to studs through holes provided in frames Caulk mullion joint and install sill flashing F2
3 Covering The following description applies to the half of the bulkhead shown in drawing the corrugated sheets of which are marked with a number and the suffix L The corrugated sheets on the other half are applied in the same manner and order as on this half
DOOR TRACK AND
CENTER DOOR STOP
the numbers of these sheets however c R Start with the 261 x 561 sheet at shyedge of bulkhead Turn this sheet so t hEmiddot ~shy
rugation appears convex from outside of _ allow it to project 31 below bottom of c ~ P-2 Fasten to rib with filshie nail and nAU shy
marked S-l with edge projecting 31 beyc r ~shyof stud S- l
Next apply 261 x 1241 sheet keeping - - - _ back from face of jamb channel Now irs= and 261 x 1241 sheet lapping them tr ~
over sheets below and 61 at vertical _ shyin this manner placing the sheets as sl
Apply the 261 x 541 sheet under the 1 _ it to vertical studs S-5 Fasten the s ~_
tom of louvre frame with Holtite SC _
operating lever bracket (See de a louvre in place between the studs - - shythe sill flashing laps over the co- _~ and bolt it to the studs with s - ~ _shy __= t he louvre is secured apply sheets -a iling them to studs and ribs
Complete the bulkhead by app - s ttaching to rib with filshie nails
4 Curved Flashing Nail t ~ -ll1g F-3 to purlins and fasten to corruga- th Holtite screws Start with the lowest middot - - ~- ~ F-3) lining it with the bottom of the c-- _ =_ ~ets then lap each succeeding piece ove - shy
BASIC UNIT
SIDE AND ROOF COVERING
LAYOUT OF CORRUGATED ROOFING SHEETS
END OF BOTTOM ROW
START OF BOTTOM ROW SHEETS IN PLACE
10
~ shy
-
shy
51
MK PRJ
6 -1 CURVED RIB
STEEl SPUCE PlATES
EACH SlDE OF fUSS
4_314 Jlt IY-z SOLTS NUTS AND WASHERS
DETAIL AT PURLINS
6 ~ CURVED RIB MK RI
6 CURVED RIB
~ OlA Ie 8 middot AHCHOIl BOH
MJT AND WASHfR STD bull MK C
JOfNJ
APPLY ROO~amp
APPLY SHEETS DETAIL AT FLOOR
The sides and roof of building are covered with sheets 3 below bottom of
459 corrugated metal sheets 2712 wide by 92 lap is 3 12 See details fo r s
long nailed to purlins with 8d double headed ends Install second third
nails and fibre and steel washers at 8 oc Start with then repeat this process on -
bottom row of sheets at side wall keeping bottom of applying top row
BASIC UNIT
SCAFFOLDING
SUGGESTED METHOD OF BUILDING ERECTION STAGING
12
Ie UNIT
ERECTOR
Organization The erection of the SSAR Utility Buildin~
ation follows another-if the operations are done in sequence ~
to get off to the right start by being careful to get the channe ~
the starting ribs plumb Likewise the bulkhead framing must be sq
and corrugated iron will fit and so the doors will operate
A logical division of personnel is into crews for (1) setting the char
(3) framing the bulkhead and (4) applying the covering
The instructions give each operation complete in its proper order it
however to finish an operation throughout the entire building before the ~
time can be saved by having the crews working on their respective port
taneously for example the rib crew can be assembling ribs and the
assembling the bulkhead framing while the channels are being laid Th
ribs from the end have been raised plumbed and braced the bulkhead c shy
position while the erection staging is still near the end of the building T
corrugated iron covering can begin their work after the first bulkhead is ra
should follow closely behind that of the crew raising the remainder of the ~
bulkhead crew should assemble the other bulkhead framing and have it read
the last rib is in position
Hints If any of the steel members have become damaged in shipment
straighten them is by placing the bent part over a crate or sawhorse and h
down on each end The hardest way to straighten is by using a hammer
There is a trick to opening the banded crates When this is known and used re t
can be saved Take one of the screwdrivers furnished for assembling the fra rrlt=
under steel band about an inch or inch-and-half Turn the screwdriver about e
an eighth turn This brings the sharp edge of the screwdriver in contact with c
quickly This motion cuts the band rather than breaking it W hen the knack _
driver is lea rned opening the crates is an easy job Open crates carefully so lum ~ shy
in building erection staging
)
T he importance of using the right nails screws and attachments cannot be too __
Follow the instructions closely in this regard
Tools A complete set of necessary tools is furnished for erecting the complet e -~~-4=shy
should be supplied to the men who will use them If there are many buildings te bull _ ---shy
location the best scheme is to open all the boxes containing tools and pool the~
tool check
T ake good care of t he tools
BASIC UNIT
WORKING D RA WI NGS
The drawings reproduced on the following pages
are the working drawings from which the basic
building was manufactured On these drawings
all the parts necessary to assemble the building appear
along with their piece markings These drawings should
be studied in conjunction with the erection instructions
and illustrations appearing in other parts of the book
When so used they will help the erector understand
the entire building and see the reason for each sucshy
cessive operation We caution the erector not to cut
or repunch any part without first making sure that
cutting or punching is necessary as each member was
fabricated to fit into its respective position in the buildshy
ing without additional cutting etc
14
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tS Rlf SPACE S 4O~_ 1000 T 100-Z OUT TO OUT of FOUN OAT I O N -
-
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PLANKOOF
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~________ _______~OO~C~Z~~O~U~~T~O~O~U~T ~Q~~~F~O~U~~~D~AT~I~O~NL__ _______________
F OUN DATION amp ANCHOR OOLT PLAN
r i~ 5 - 1 - lt a iC _shy -~ - IC
-= shyDETAIL PI AN - shy
Rw tI~1 TPAC)oIltbull 3 L ampHG TH~ 8-0
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PLAN OF TRAC~ EJRACK ET5
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PlI
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H4 1 Tmiddot
I middot Pi~ J~
p
ELEVATION OF bULKHEAD FRAMI NG
fiSECTION ~
G CURvED RIIgt
~
~
scAl-E 4 oa lO
bEN 0 FLANGE~ o f PG
~ ( AROUND FLANCe OF RIamp I ~ R I NAIL TO NAILING
coamiddot 13GACHAHL FG 2= GROOVE
O r CHAtiL 1M A- I~- ta- ~~L RmiddotI HAI- It
I~- = __~___ _
DEVELOPED
middot80 DOUBiIi KEAOEP - --_H HAILS 4 STEaL 4 feRE WAS~ERS -ao c
DETAI b
CORR 51-1e-rs 3J(Hmiddotl PL
FINbull FL~P -
T
I -i 51ZE bull O~PTH of fOOTNC5
VAR amp S TO SUIT SOIL CONDITION 6
toT LESS TH AN 3 FINGPADE
REVISIONS
SECTION-pound J~d~CTIONreg cn 10middot 104 middot (4
ALL eoLT5 ep UtilES O THERWISE
ELEVATION
STRAN STEEL DIVISION GREAT LAKES STEEl CORPORATION
DETROIT MICHGAN
SCAlf HOTGO CuSIOlft $ Ol)[11
I-Cmiddot7112
NOTED
1
Roar PLRN SCALE a-=L-O
=shy
SECTION () gtCRLE ( 1-0
SECTION SCI=lLE SCRLE ~ 1-0
SECTION reg SCl=IlE 310
16
dolMshy OUT TO OJT FGJHClFnION ____ _
or 3ULKHEAD
L
RW-~I T~~ ~W Z()2 ~OClS ~Wle 1 ~RKTS
C
-trCORA SHST 5 CIJ~YEC 10 2O ~R AAOIIJS
~ews ef ac
l~~~O~ILS $Ee
b ~1-------Ly--t~WN~ t-40 ltQ
~
~lASHI~G M~ ~2
r~~ SHEET
A HQLnTE SCREWS
4a~ ) BX 146F1~C COtmt4ollOOS GJAT
pHD Wlltgtlt BOCT C~Rmiddot ~ET
F t- ytOOD SG12e-N amp WITH ampXP 5ol11ElDS
SECTION 12-0
TION ~ ~ middotmiddot O
REVISIONS STRAN STEEl DIVISION
GREAT LAKES STEfl CORPORATiON DETROIT MICHIGAN
SSRR 40xiOO CONVE ION TYPE UTI Ll -L Gmiddot
E 2 A5 NoreD
STUD
28
1a X 31
1 _ - - jUO( __I
~-~ t DS
ACTUAL BETWEEN HEAD TOP CHANNEL OF DOOR
t ~J
HEAD
0 o o C 0
2 lt)
z ~ o
3Ji( ~ RH STOVE BOLT
WEDGE MK Wl0QL OR R
TAB MK Wl0l FINISHED FLOOR
SILL BEYOND OPENING SCALE V FULL SIZE
7------ 4 HO LTTfE se RE S AT Ll
CLEARANCE CHANNEL amp L
4V4 ~ X 3l- x U GA
R W ~20-2 TRUCKS R W 18-31 amp 19-31 BRAC-ltE middot R W 11-31 CENTER BRAC l(fl
1 1
SCALE Y2 FULL SIZE
4 HOLTlTE SCREWS AT EACH STUD -shy-IoIIh---------
FINISHED FLOOR
3-16 GA CHANNEL PLATE
GRADE
GRAPHIC SCALE 2 3 4
I I I Size
2 3 4
I I I
OPENING
r 2 B 2 0 2 0 2 0 2 0 2 8
I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31
-]1 rr-- flUSH puL I _lt l Rt 1ro-l
- r- PADLOCK LA ES
I R W 139 I
I
J 1 -
19 X 31
_ ~ r-~ WEDGE MK HIOOl
-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-
L- fOOR CENTER STOP -- R W 55 GUIDE ROLLER amp
K ~ R W 171 -2 DIAMOND EXPANSION SHIELDDETAIL OR EQUAL FOR Y2 LAG
SC REW OTHER SIDE SAME
INTERIOR ELEVATION SCALE Yz - l middotO I
tROLLER R W I SS
BE lI TACHING
rOM CHAN l
~ L L J L=~ ~
I I I I I I
I
OPENING
__Jil _ 1_
flOOR CENTER STOP RW - 171-2 ~--f =b -~~ Iftlrr--- 2V X 16 F H WOOD SCREWiH~ ilil IUt+--- 122 u S E SCREW ANCHOR 2 L-lLYJ
3E MI( WlOOL amp R DETAIL K EN TO BOTTOM NL WITH 2li SCALE FULL SIZE
UUI CONTRACT ~ = middot 0
STOVE BOLTS
PAINT NOTE PAINT All SURFACES OF DOOR lEAVES 1 (ONE) STANDARD SHOP COAT OF METALLIC PRIMING PAINT BEfORE SHIPMENT SEE BIM FOR SPECIFICATION OF FINISH COAT OF PAINT
NOTE HARDWARE TO BE RICHARD-WILCOX OR EQUAL PADLOCKS ARE NOT FURNISHED UNDER THIS
0 I
I I 17 FULL
0 6 I
lG
5 6
I II
S 6
I I
-00
-BILL OF MATERIAL FOR 1 BUILDI NG Item N o o f Mark Pieces
6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1
1 72
B6 4 Al 4
4L2 L3 8
RC1 20 240 240 100 100
3500
350 3500 3500
3500
100I
PI 26 -
Crate Contents
HD816 American Fork amp Hoe Claw Hammer 1510 Mayhew Steel 101 Screw Drivers 1 x 8 11 Endres Center Punches
I 175 Warren Drift Pins AC1l2 Crescent 12 1 Adjustable Wrenches 21 Sargent 16 oz Plumb Bob 14 Danielson 10 1 Combination Pliers A9 Endres 11 Cold Chisels 236 Stanley 60 1 ZZ Rule ISO Coil 16 Ga Annealed Wire 250 Coil 9 Ga Annealed Wire 24 Warren Wrecking Bar 809 Atkins 26 Hand Saw 274 F E Hand Axe (American Fork amp Hoe) 347N 24 Wood Level Stanley Balls 100 Masons Line Pcs Blue Chalk 2165 Union Hack Saw Frame and 6 Blades 60 Coil Sisal Rope (Bowan amp Allison) B1 Crescent Mastic Guns A110 Crescent 10 Adjustable Wrench
NOTE Tool Kits-5 Tool Kits Required for 8 Buildings
I
Set Erection Instructions Yz l Dia x 8 Anchor Bolts with Nuts and Washes 31 x U61 Splice Plates 08Yzl 6 1 x 13 Ga Channel 0 2 Yzl Angles 2 x 2I x 8 Ga O 10 11 Angles 3 1 x 2 1 X 8 Ga O2 Yzl 3 1 Raft er Clips 1 x 1 Y M ach Bolts with Sq Nuts 1 Cut Steel Washers Yzl x 11 Machine Bolts with Sq Nuts Yzl Cut Steel Washers 14 x 1 Cadmium Plated Sheet Metal Screws P K
Style A 8d Common Nails 8d Double Head Galv Nails Comb Steel and Fibre Washers with 140 Dia Hole
in Center Comb Steel and Fibre Washers with 250 1 Dia Hole
in Center Filshie Nails 6 x 1 x 16 Ga Channel PI 4 2 Lg
-
Item Mark
lOR 10L 11
W100R W100L WI01
L1 T1R TIL Sl S2 S3 S4 S5
T24 T48 P2 P6 P7 P8
N o of Pieces
2 2 2 4
16 4
12 8
2 4
16 2 6 2 2 4
I 8 8
4 2 2 4
20 20
4 2 2 4 4 4 4 4 4 8 4 4 4 8
Crate Contents
BULKHEAD SHEETS (Continued)
26 1 x 102 1 x 26 Ga Galv Corr Sheet 26 1 x 102 1 x 26 Ga Galv Corr Sheet 261 X 136 11 x 26 Ga Galv Corr Sheet 261 x 1261 x 26 Ga Galv Corr Sheet 26 1 x 1241 x 26 Ga Galv Corr Sheet 26 x 56 1 x 26 Ga Galv Corr Sheet 261 x 521 x 26 Ga Galv Corr Sheet 261 x 26 x 26 Ga Galv Corr Sheet
Pro 601 x 12 0 1 Steel Sliding Doors 19 x 31 End Track Brackets 18 x 31 Track Brackets 11 x 31 Center Brackets Pcs 31 Door Track 8 0 1 Long Pro 55 Door Guide Rollers with Lag Screws 171-2 Door Center Floor Stops Pro 20 -2 Door Trucks 16 x 2 Yzl Lg F H Wood Screws 122 USE Screw Anchors 1 ID x 21 Lg for 16 Wood
Screws Diamond Expansion Shields for 11 Lag Screws L 1Ys X 1 x 12 Ga x 0 6 (Door Wedge) L 1Ysl X x 12 Ga x 06 1 (Door Wedge) 2 x 12 Ga Door Tab 3 1 Long U61 x 11 R Hd Stove Bolts with Sq Nuts 1 Cut Steel Washers
BULKHEAD FRAMING
Angles 3 1 x 3 1 x 14 Ga Brace 8 3 74 Channels 4 741 x 3 1 X 11 14 Ga Girt 15 10 Channels 4 741 x 3 1 X 11 14 Ga Girt 15101 3 1 x 16 Ga SS Studs 1110 1 3 x 16 Ga SS Studs 15 10 3 x 16 Ga SS Studs 183 1 3 x 16 Ga SS Studs 19O Ys 3 1 x 16 Ga SS Studs 7 10 741 Half Stud Trimmers l11 Yz Half Stud Trimmers 3 11 Yz 3 x 1 x 16 Ga Channel PI 140 Long 6 1 x 1 x 13 Ga Channel 4 5 3 x 16 Ga Channel PI 11 11 1 3 x 16 Ga Channel PI 11 11
PR1
R1
R1
2R 2L 3R 3L 4R 4L 5R 5L 6R 6L 7R 7L 8R 8L 9R 9L
60 2~1f x 18 Ga Purlins 191l Ys
20 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
19 I 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
92 II 2771 x 92 x 24 Ga Corr Galv Sheets (Curved) Curved to 20 6 Rad Inside
5 Crates Reqd
BULKHEAD SHEETS
2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 54Yz x 26 Ga Galv Corr Sheet 2 26 x 54 Yz x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 G a Galv Corr Sheet 2 26 x 132 x 26 Ga Galv Corr Sheet 2 26 x 132 x 26 G a Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 89 y~ x 26 Ga Galv Corr Sheet 2 26 x 8971 x 26 Ga Galv Corr Sheet
II T3 B3
JR3 JL3
II S3 SB2
F2 F3
II
II
II
II
8 Window Sash 8 Window Heads 8 Window Sills 8 Window Jambs 8 Window Jambs
32 Splice Plates 8
160 Stay Bars 10 x 3i R H Type Z Parker Kalon Sht
Screws 8 8shy 32 x Ys RHMS
10 671 x 28 Ga Galv Flashing 54 28 3 71 x 5Ys x 28 Ga Galv Flashing (Curved) 64
1 5 Gal Can Mastic 1 5 Gal Can Paint 1 4 Wide Paint Brush
44 271 Corr Asphalt Strip 2 Wide 24 Lg
2 Metal Louvres Complete with Frame 2
28 24 Ga Sill FlashingY6 x 1 Stove Bolts with Nut amp Washer
10 x 71 Stove Bolts with Nut amp Washer 8 14 x Sheet Metal Screws Type A
104 I Splice Plates 5 x x 12 Ga x 21
Metal
DAPTATION E 0 SE UENCE
BULKHEAD FRAMING
ASSEMBLE FRAME U lATIONS
BULKHEAD SHEETS
1 Foundations Layout building SE~ E_ _
pour concrete Place channel plates
ROOFING SHEETS
COMPLETED BUILDING
2 Columns Girders and Struts
terior columns and beams bulkhead studs S4 =~ - - -- r
and T48 install rod and knee bracing P lu- b - ~-
standing columns (See pages 222324 an shy
3 Ribs and Purlins Assemble and raisE -shy
pages 26 and 27)
- _- 4 Bulkheads Assemble remainder - - shy
steel studs and girts hang doors imta
gated metal sheets louvres and fias h ~
5 Exterior Covering Insta ll g bull bull -- gt
sheets to purlins (See pages 30 a ~
ADAPTATION
FOUNDATION
1002
OUT TO
~ ~
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l 0 M 0 h b M
E ~
~ ~
~
~
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middot~ ~
~ 0 blt0
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0 0 LL LL c-~0 0shy
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I
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middot gt ~ middot ~ gt ~ 0shy
~ gt
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b
middot 0 0 M
b
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4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6
J1~i6f
~ ~ i shy
1 PI PI PI PI PI PI
r--- 1-shy
PLAN IS N SYMMETRICAL shy ABOUT ~
I -oT ~ 0
O-l--shy1
l shy r~- _ shy - shy - --shy -- shy1-
~
1 0 0
1 0
r~ rE---shy -shy _ bullbull _ -
Irl L - shy
~ CONCRETE FLOOR SLAB
0 0
~
r01 r~ L-l t~
I oT
201 200 100
0+ ~
(
I
~ PLAN IS SYMMETRICAL
ABOUT tf
~i~6 PI PI PI PI PI PI shy
4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6
3 6 46
PI
I
PI
3 6 4 6
ONE HALF FOUNDATION AND ANCHOR BOLT
OUT OF FOUNDATION
PLAN OTHER HALF SIMILAR EXCEPT OPPOSITE HAND
COL 14K C-I _____ _ 8~
h DIA x 8 ANCHOR gt-__ BOUS srI) MKG ~___ - ~
_~--~-~ -[-f---shy
---t-- ~ rth_~-COLUMN BASE - I~ AI( P4
DETAIL AT COLUMN BASE
DETAIL AT CORNER SHOWING PL ATES AND FIRST RIB
CHANNEL PLATE
PLATE AND ANCHOR BOLT
20
TION
ATION
CORNER DETAIL
FOUNDATIONS IN PLACE
a A Level the site =
rately to dimensior s 5-~
Excavate for wa S-
anchor bolts noting tha c ~- _
above finished floor line 2 - - - -- --
gineer in charge of erect -shy
suit local soil conditio-5
improperly set cut ne
torch or cold chisel
B Level the plates s-
When plates are true ~ _ -= =
with lean cement lO -~- ~-=- unit for details not sf - -- - shy
--
ADAPTATION COLUMNS GIRDERS AND STRUTS
COLUMNS AND GIRDERS SHOWING ORDER OF ERECTION bull
3 middot DIA STITCH BC middotS
STAGGERED
OPEN HOLES
bull ------
0
DETAIL AT COLUMN BASE
DJ G s 1S
22
=
ADAPTATION
COLUMNS GIoJLOIImiddot
C Next assemble the be - - DETAIL 2
erect in the same way ins~
ing N 1 This frame wi -
bull installing the four rib Seuro bullbull shy
wood staging can be no ~
in the manner just ot ~-= -
DETAIL 1
n A Assemble columns gin-=_
y e sections) on the grour
-
shy
tion in the building Boi
gether with 314 x I1jz stitch bo
one open hole opposite each bo
B Build wooden staging simi ashy
drawings Then assemble on - - r
~
-~___=O
_ _
marked A on drawing comple euro
column caps and bases knee b r aeshy
angles and bent plates for rib
bent into position brace and
bolts
RIBS AND GIRDERS
ADAPTATION
COLUMNS GIRDERS AND STRUTS
DETAIL 4 DETAIL 3
Ys SQ NUTS
W ASHERS FOR TIE RODSDETAIL OF TIE RODS
24 DETAIL SHOWING ANGLE CONNECTION
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
___
DETAIL SHOWING BULKHEAD CORRUGATED SHEET LAP
~~~~~~~li~~~~~~~~f11~f~Tri 1-26(
2-26~ ( 52 CORR SHEETS
_ _2-26 - 2~ - -shy -shy - C~~ ~EETs --shy~
STEEl DECKiNG DOOR
I1II I CORIi ASPHALT STRIP AT DOOR JAMB I
[ aUILDING
SYMMETRICALr FACE Of JAMB ABOUT
_____ __-sov_ ----Ii----------shy shy- -----shyIRIS
BASIC UNIT
BULKHEAD COVERING DOORS AND WINDOWS
DETAILS OF LOUVRE
1+shy---shy 3 STUD
80 DOUBLE HEAD
NAILS WITH STEEl
6 VfRTCAL AP
CORR SHEETS
2 HORIZONTAL LAP
LOuVRE UNT
HOlmE SCREWS
J-20 CORR SHEET
CORR SHEET
~ 52 middot
52~
2 0 - 6 jDOOR STAY ROLLER
ONE HALF BULKHEAD ELEVATION SHOWING CORRUGATED SHEnS (OTHER HALF SIMILAR BUT OPPOSITE HAND)
8
IBULKHEAD COVERING
3 STUDS
REINFORCING ANGLE
11=~-- K SCREWS
gtP~H-----shy SASH AND FRAME HANGER BRACKET FOR DOOR TRACK
DETAIL AT WINDOW HEAD
~----3 STUD shy
SASH-FRAME
SASH
8D NAILS
- FLASHING
HOL TlTE SCREWS
BOTTOM CORNER OF WINDOW
Install the doors and windows before applying the bulkhead covering The bulkhead covering then must be applied before the sides of the building are covered
1 Doors Bolt the brackets that support the door track to the door header (see detail) Attach a tab marked W101 and a wedge marked W100R or W100L to the bottom of each door leaf These serve respecshytively to keep the door clear of the screw heads in the channel plate and to hold it tight against the jamb when closed Hang the doors then locate the center door stop and secure it to the concrete With the door in closed position locate the door stay rollers at each jamb so the doors are held firmly against the jambs (See detail)
2 Windows Assemble the window frames from the knocked-down parts Fasten these members together with clip angles and metal screws provided Attach stay bars to the muntins and hinge sash at top of frame so it will swing to outside of building After the frames have been assembled slide them into place between the studs with bottom of sills 6 0 121 above floor and nail to studs through holes provided in frames Caulk mullion joint and install sill flashing F2
3 Covering The following description applies to the half of the bulkhead shown in drawing the corrugated sheets of which are marked with a number and the suffix L The corrugated sheets on the other half are applied in the same manner and order as on this half
DOOR TRACK AND
CENTER DOOR STOP
the numbers of these sheets however c R Start with the 261 x 561 sheet at shyedge of bulkhead Turn this sheet so t hEmiddot ~shy
rugation appears convex from outside of _ allow it to project 31 below bottom of c ~ P-2 Fasten to rib with filshie nail and nAU shy
marked S-l with edge projecting 31 beyc r ~shyof stud S- l
Next apply 261 x 1241 sheet keeping - - - _ back from face of jamb channel Now irs= and 261 x 1241 sheet lapping them tr ~
over sheets below and 61 at vertical _ shyin this manner placing the sheets as sl
Apply the 261 x 541 sheet under the 1 _ it to vertical studs S-5 Fasten the s ~_
tom of louvre frame with Holtite SC _
operating lever bracket (See de a louvre in place between the studs - - shythe sill flashing laps over the co- _~ and bolt it to the studs with s - ~ _shy __= t he louvre is secured apply sheets -a iling them to studs and ribs
Complete the bulkhead by app - s ttaching to rib with filshie nails
4 Curved Flashing Nail t ~ -ll1g F-3 to purlins and fasten to corruga- th Holtite screws Start with the lowest middot - - ~- ~ F-3) lining it with the bottom of the c-- _ =_ ~ets then lap each succeeding piece ove - shy
BASIC UNIT
SIDE AND ROOF COVERING
LAYOUT OF CORRUGATED ROOFING SHEETS
END OF BOTTOM ROW
START OF BOTTOM ROW SHEETS IN PLACE
10
~ shy
-
shy
51
MK PRJ
6 -1 CURVED RIB
STEEl SPUCE PlATES
EACH SlDE OF fUSS
4_314 Jlt IY-z SOLTS NUTS AND WASHERS
DETAIL AT PURLINS
6 ~ CURVED RIB MK RI
6 CURVED RIB
~ OlA Ie 8 middot AHCHOIl BOH
MJT AND WASHfR STD bull MK C
JOfNJ
APPLY ROO~amp
APPLY SHEETS DETAIL AT FLOOR
The sides and roof of building are covered with sheets 3 below bottom of
459 corrugated metal sheets 2712 wide by 92 lap is 3 12 See details fo r s
long nailed to purlins with 8d double headed ends Install second third
nails and fibre and steel washers at 8 oc Start with then repeat this process on -
bottom row of sheets at side wall keeping bottom of applying top row
BASIC UNIT
SCAFFOLDING
SUGGESTED METHOD OF BUILDING ERECTION STAGING
12
Ie UNIT
ERECTOR
Organization The erection of the SSAR Utility Buildin~
ation follows another-if the operations are done in sequence ~
to get off to the right start by being careful to get the channe ~
the starting ribs plumb Likewise the bulkhead framing must be sq
and corrugated iron will fit and so the doors will operate
A logical division of personnel is into crews for (1) setting the char
(3) framing the bulkhead and (4) applying the covering
The instructions give each operation complete in its proper order it
however to finish an operation throughout the entire building before the ~
time can be saved by having the crews working on their respective port
taneously for example the rib crew can be assembling ribs and the
assembling the bulkhead framing while the channels are being laid Th
ribs from the end have been raised plumbed and braced the bulkhead c shy
position while the erection staging is still near the end of the building T
corrugated iron covering can begin their work after the first bulkhead is ra
should follow closely behind that of the crew raising the remainder of the ~
bulkhead crew should assemble the other bulkhead framing and have it read
the last rib is in position
Hints If any of the steel members have become damaged in shipment
straighten them is by placing the bent part over a crate or sawhorse and h
down on each end The hardest way to straighten is by using a hammer
There is a trick to opening the banded crates When this is known and used re t
can be saved Take one of the screwdrivers furnished for assembling the fra rrlt=
under steel band about an inch or inch-and-half Turn the screwdriver about e
an eighth turn This brings the sharp edge of the screwdriver in contact with c
quickly This motion cuts the band rather than breaking it W hen the knack _
driver is lea rned opening the crates is an easy job Open crates carefully so lum ~ shy
in building erection staging
)
T he importance of using the right nails screws and attachments cannot be too __
Follow the instructions closely in this regard
Tools A complete set of necessary tools is furnished for erecting the complet e -~~-4=shy
should be supplied to the men who will use them If there are many buildings te bull _ ---shy
location the best scheme is to open all the boxes containing tools and pool the~
tool check
T ake good care of t he tools
BASIC UNIT
WORKING D RA WI NGS
The drawings reproduced on the following pages
are the working drawings from which the basic
building was manufactured On these drawings
all the parts necessary to assemble the building appear
along with their piece markings These drawings should
be studied in conjunction with the erection instructions
and illustrations appearing in other parts of the book
When so used they will help the erector understand
the entire building and see the reason for each sucshy
cessive operation We caution the erector not to cut
or repunch any part without first making sure that
cutting or punching is necessary as each member was
fabricated to fit into its respective position in the buildshy
ing without additional cutting etc
14
zt pUU~ PRO 7 2~ PUUH PR1_7 21f~ PURLIN ~ PP1 ) zo u_ bull 1 -- ~- ~~
i- shyI - shy
1
4
J 0ltgt
I cO ir 00
Il ~ 0 ~
III
a ~ ~I 00
0
~ ~
00 I
1
I I
0
-~
1-1
D D~ 00 - J I I
00 bull bullI
I
II ~-~ - ~00 -
I I I00 00 00 IIgt
n
bull bull - ~E_o0 0000
I I middot~ I
Do Do 00
Do I 0 -- I 00
tS Rlf SPACE S 4O~_ 1000 T 100-Z OUT TO OUT of FOUN OAT I O N -
-
-I
PLANKOOF
____-00- lt_ ___ _ _____ __ __ _ _ _
~ ~I
A - fi~
I II ~ 0
~ p shy --
0 ~ CQ NiTR UCTIO N
0 I
0middot
N shy
~t----
~I--==II
Q -
9j
~ 0 - ~ 0 ~ ~ -shy~I
~ ~I PI
~ t-
P I p
I P
TI I
L I -
I II
i I
~
~ 4 1~I-I I CK cONc REiE FLOOR SLAe - o-r OTuEJgt
~ W IJlE M E~H ltD lt0 GGA BY o 1I-E R50 f R 40 00 5HO P BVILD I N F ONLy
r- CON 5 TRUCT I OIW rOI NT --shy
~
P I
---L
I p p PI IP I P I PI I A- ~~ltiAltO+2~14vltD~~+ltc- A~ 3J 4lt0 3~l~~4 3ltOshy ~ 4 shy _
~________ _______~OO~C~Z~~O~U~~T~O~O~U~T ~Q~~~F~O~U~~~D~AT~I~O~NL__ _______________
F OUN DATION amp ANCHOR OOLT PLAN
r i~ 5 - 1 - lt a iC _shy -~ - IC
-= shyDETAIL PI AN - shy
Rw tI~1 TPAC)oIltbull 3 L ampHG TH~ 8-0
R - w ampRACKIiT ~19~
PLAN OF TRAC~ EJRACK ET5
R
s
PlI
( I lt0 0
lt ii) J ~
I bull 1-1shy
gtshy ~z lt I h
H4 1 Tmiddot
I middot Pi~ J~
p
ELEVATION OF bULKHEAD FRAMI NG
fiSECTION ~
G CURvED RIIgt
~
~
scAl-E 4 oa lO
bEN 0 FLANGE~ o f PG
~ ( AROUND FLANCe OF RIamp I ~ R I NAIL TO NAILING
coamiddot 13GACHAHL FG 2= GROOVE
O r CHAtiL 1M A- I~- ta- ~~L RmiddotI HAI- It
I~- = __~___ _
DEVELOPED
middot80 DOUBiIi KEAOEP - --_H HAILS 4 STEaL 4 feRE WAS~ERS -ao c
DETAI b
CORR 51-1e-rs 3J(Hmiddotl PL
FINbull FL~P -
T
I -i 51ZE bull O~PTH of fOOTNC5
VAR amp S TO SUIT SOIL CONDITION 6
toT LESS TH AN 3 FINGPADE
REVISIONS
SECTION-pound J~d~CTIONreg cn 10middot 104 middot (4
ALL eoLT5 ep UtilES O THERWISE
ELEVATION
STRAN STEEL DIVISION GREAT LAKES STEEl CORPORATION
DETROIT MICHGAN
SCAlf HOTGO CuSIOlft $ Ol)[11
I-Cmiddot7112
NOTED
1
Roar PLRN SCALE a-=L-O
=shy
SECTION () gtCRLE ( 1-0
SECTION SCI=lLE SCRLE ~ 1-0
SECTION reg SCl=IlE 310
16
dolMshy OUT TO OJT FGJHClFnION ____ _
or 3ULKHEAD
L
RW-~I T~~ ~W Z()2 ~OClS ~Wle 1 ~RKTS
C
-trCORA SHST 5 CIJ~YEC 10 2O ~R AAOIIJS
~ews ef ac
l~~~O~ILS $Ee
b ~1-------Ly--t~WN~ t-40 ltQ
~
~lASHI~G M~ ~2
r~~ SHEET
A HQLnTE SCREWS
4a~ ) BX 146F1~C COtmt4ollOOS GJAT
pHD Wlltgtlt BOCT C~Rmiddot ~ET
F t- ytOOD SG12e-N amp WITH ampXP 5ol11ElDS
SECTION 12-0
TION ~ ~ middotmiddot O
REVISIONS STRAN STEEl DIVISION
GREAT LAKES STEfl CORPORATiON DETROIT MICHIGAN
SSRR 40xiOO CONVE ION TYPE UTI Ll -L Gmiddot
E 2 A5 NoreD
STUD
28
1a X 31
1 _ - - jUO( __I
~-~ t DS
ACTUAL BETWEEN HEAD TOP CHANNEL OF DOOR
t ~J
HEAD
0 o o C 0
2 lt)
z ~ o
3Ji( ~ RH STOVE BOLT
WEDGE MK Wl0QL OR R
TAB MK Wl0l FINISHED FLOOR
SILL BEYOND OPENING SCALE V FULL SIZE
7------ 4 HO LTTfE se RE S AT Ll
CLEARANCE CHANNEL amp L
4V4 ~ X 3l- x U GA
R W ~20-2 TRUCKS R W 18-31 amp 19-31 BRAC-ltE middot R W 11-31 CENTER BRAC l(fl
1 1
SCALE Y2 FULL SIZE
4 HOLTlTE SCREWS AT EACH STUD -shy-IoIIh---------
FINISHED FLOOR
3-16 GA CHANNEL PLATE
GRADE
GRAPHIC SCALE 2 3 4
I I I Size
2 3 4
I I I
OPENING
r 2 B 2 0 2 0 2 0 2 0 2 8
I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31
-]1 rr-- flUSH puL I _lt l Rt 1ro-l
- r- PADLOCK LA ES
I R W 139 I
I
J 1 -
19 X 31
_ ~ r-~ WEDGE MK HIOOl
-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-
L- fOOR CENTER STOP -- R W 55 GUIDE ROLLER amp
K ~ R W 171 -2 DIAMOND EXPANSION SHIELDDETAIL OR EQUAL FOR Y2 LAG
SC REW OTHER SIDE SAME
INTERIOR ELEVATION SCALE Yz - l middotO I
tROLLER R W I SS
BE lI TACHING
rOM CHAN l
~ L L J L=~ ~
I I I I I I
I
OPENING
__Jil _ 1_
flOOR CENTER STOP RW - 171-2 ~--f =b -~~ Iftlrr--- 2V X 16 F H WOOD SCREWiH~ ilil IUt+--- 122 u S E SCREW ANCHOR 2 L-lLYJ
3E MI( WlOOL amp R DETAIL K EN TO BOTTOM NL WITH 2li SCALE FULL SIZE
UUI CONTRACT ~ = middot 0
STOVE BOLTS
PAINT NOTE PAINT All SURFACES OF DOOR lEAVES 1 (ONE) STANDARD SHOP COAT OF METALLIC PRIMING PAINT BEfORE SHIPMENT SEE BIM FOR SPECIFICATION OF FINISH COAT OF PAINT
NOTE HARDWARE TO BE RICHARD-WILCOX OR EQUAL PADLOCKS ARE NOT FURNISHED UNDER THIS
0 I
I I 17 FULL
0 6 I
lG
5 6
I II
S 6
I I
-00
-BILL OF MATERIAL FOR 1 BUILDI NG Item N o o f Mark Pieces
6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1
1 72
B6 4 Al 4
4L2 L3 8
RC1 20 240 240 100 100
3500
350 3500 3500
3500
100I
PI 26 -
Crate Contents
HD816 American Fork amp Hoe Claw Hammer 1510 Mayhew Steel 101 Screw Drivers 1 x 8 11 Endres Center Punches
I 175 Warren Drift Pins AC1l2 Crescent 12 1 Adjustable Wrenches 21 Sargent 16 oz Plumb Bob 14 Danielson 10 1 Combination Pliers A9 Endres 11 Cold Chisels 236 Stanley 60 1 ZZ Rule ISO Coil 16 Ga Annealed Wire 250 Coil 9 Ga Annealed Wire 24 Warren Wrecking Bar 809 Atkins 26 Hand Saw 274 F E Hand Axe (American Fork amp Hoe) 347N 24 Wood Level Stanley Balls 100 Masons Line Pcs Blue Chalk 2165 Union Hack Saw Frame and 6 Blades 60 Coil Sisal Rope (Bowan amp Allison) B1 Crescent Mastic Guns A110 Crescent 10 Adjustable Wrench
NOTE Tool Kits-5 Tool Kits Required for 8 Buildings
I
Set Erection Instructions Yz l Dia x 8 Anchor Bolts with Nuts and Washes 31 x U61 Splice Plates 08Yzl 6 1 x 13 Ga Channel 0 2 Yzl Angles 2 x 2I x 8 Ga O 10 11 Angles 3 1 x 2 1 X 8 Ga O2 Yzl 3 1 Raft er Clips 1 x 1 Y M ach Bolts with Sq Nuts 1 Cut Steel Washers Yzl x 11 Machine Bolts with Sq Nuts Yzl Cut Steel Washers 14 x 1 Cadmium Plated Sheet Metal Screws P K
Style A 8d Common Nails 8d Double Head Galv Nails Comb Steel and Fibre Washers with 140 Dia Hole
in Center Comb Steel and Fibre Washers with 250 1 Dia Hole
in Center Filshie Nails 6 x 1 x 16 Ga Channel PI 4 2 Lg
-
Item Mark
lOR 10L 11
W100R W100L WI01
L1 T1R TIL Sl S2 S3 S4 S5
T24 T48 P2 P6 P7 P8
N o of Pieces
2 2 2 4
16 4
12 8
2 4
16 2 6 2 2 4
I 8 8
4 2 2 4
20 20
4 2 2 4 4 4 4 4 4 8 4 4 4 8
Crate Contents
BULKHEAD SHEETS (Continued)
26 1 x 102 1 x 26 Ga Galv Corr Sheet 26 1 x 102 1 x 26 Ga Galv Corr Sheet 261 X 136 11 x 26 Ga Galv Corr Sheet 261 x 1261 x 26 Ga Galv Corr Sheet 26 1 x 1241 x 26 Ga Galv Corr Sheet 26 x 56 1 x 26 Ga Galv Corr Sheet 261 x 521 x 26 Ga Galv Corr Sheet 261 x 26 x 26 Ga Galv Corr Sheet
Pro 601 x 12 0 1 Steel Sliding Doors 19 x 31 End Track Brackets 18 x 31 Track Brackets 11 x 31 Center Brackets Pcs 31 Door Track 8 0 1 Long Pro 55 Door Guide Rollers with Lag Screws 171-2 Door Center Floor Stops Pro 20 -2 Door Trucks 16 x 2 Yzl Lg F H Wood Screws 122 USE Screw Anchors 1 ID x 21 Lg for 16 Wood
Screws Diamond Expansion Shields for 11 Lag Screws L 1Ys X 1 x 12 Ga x 0 6 (Door Wedge) L 1Ysl X x 12 Ga x 06 1 (Door Wedge) 2 x 12 Ga Door Tab 3 1 Long U61 x 11 R Hd Stove Bolts with Sq Nuts 1 Cut Steel Washers
BULKHEAD FRAMING
Angles 3 1 x 3 1 x 14 Ga Brace 8 3 74 Channels 4 741 x 3 1 X 11 14 Ga Girt 15 10 Channels 4 741 x 3 1 X 11 14 Ga Girt 15101 3 1 x 16 Ga SS Studs 1110 1 3 x 16 Ga SS Studs 15 10 3 x 16 Ga SS Studs 183 1 3 x 16 Ga SS Studs 19O Ys 3 1 x 16 Ga SS Studs 7 10 741 Half Stud Trimmers l11 Yz Half Stud Trimmers 3 11 Yz 3 x 1 x 16 Ga Channel PI 140 Long 6 1 x 1 x 13 Ga Channel 4 5 3 x 16 Ga Channel PI 11 11 1 3 x 16 Ga Channel PI 11 11
PR1
R1
R1
2R 2L 3R 3L 4R 4L 5R 5L 6R 6L 7R 7L 8R 8L 9R 9L
60 2~1f x 18 Ga Purlins 191l Ys
20 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
19 I 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
92 II 2771 x 92 x 24 Ga Corr Galv Sheets (Curved) Curved to 20 6 Rad Inside
5 Crates Reqd
BULKHEAD SHEETS
2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 54Yz x 26 Ga Galv Corr Sheet 2 26 x 54 Yz x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 G a Galv Corr Sheet 2 26 x 132 x 26 Ga Galv Corr Sheet 2 26 x 132 x 26 G a Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 89 y~ x 26 Ga Galv Corr Sheet 2 26 x 8971 x 26 Ga Galv Corr Sheet
II T3 B3
JR3 JL3
II S3 SB2
F2 F3
II
II
II
II
8 Window Sash 8 Window Heads 8 Window Sills 8 Window Jambs 8 Window Jambs
32 Splice Plates 8
160 Stay Bars 10 x 3i R H Type Z Parker Kalon Sht
Screws 8 8shy 32 x Ys RHMS
10 671 x 28 Ga Galv Flashing 54 28 3 71 x 5Ys x 28 Ga Galv Flashing (Curved) 64
1 5 Gal Can Mastic 1 5 Gal Can Paint 1 4 Wide Paint Brush
44 271 Corr Asphalt Strip 2 Wide 24 Lg
2 Metal Louvres Complete with Frame 2
28 24 Ga Sill FlashingY6 x 1 Stove Bolts with Nut amp Washer
10 x 71 Stove Bolts with Nut amp Washer 8 14 x Sheet Metal Screws Type A
104 I Splice Plates 5 x x 12 Ga x 21
Metal
DAPTATION E 0 SE UENCE
BULKHEAD FRAMING
ASSEMBLE FRAME U lATIONS
BULKHEAD SHEETS
1 Foundations Layout building SE~ E_ _
pour concrete Place channel plates
ROOFING SHEETS
COMPLETED BUILDING
2 Columns Girders and Struts
terior columns and beams bulkhead studs S4 =~ - - -- r
and T48 install rod and knee bracing P lu- b - ~-
standing columns (See pages 222324 an shy
3 Ribs and Purlins Assemble and raisE -shy
pages 26 and 27)
- _- 4 Bulkheads Assemble remainder - - shy
steel studs and girts hang doors imta
gated metal sheets louvres and fias h ~
5 Exterior Covering Insta ll g bull bull -- gt
sheets to purlins (See pages 30 a ~
ADAPTATION
FOUNDATION
1002
OUT TO
~ ~
b t
l 0 M 0 h b M
E ~
~ ~
~
~
I 0 ~
middot~ ~
~ 0 blt0
~
0 0 LL LL c-~0 0shy
Jgtgt 0 0
I
0shy ~ 0shy
rgt 0 gt
~ ~
Jgt
middot gt ~ middot ~ gt ~ 0shy
~ gt
~ ~
b
middot 0 0 M
b
~ ~
4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6
J1~i6f
~ ~ i shy
1 PI PI PI PI PI PI
r--- 1-shy
PLAN IS N SYMMETRICAL shy ABOUT ~
I -oT ~ 0
O-l--shy1
l shy r~- _ shy - shy - --shy -- shy1-
~
1 0 0
1 0
r~ rE---shy -shy _ bullbull _ -
Irl L - shy
~ CONCRETE FLOOR SLAB
0 0
~
r01 r~ L-l t~
I oT
201 200 100
0+ ~
(
I
~ PLAN IS SYMMETRICAL
ABOUT tf
~i~6 PI PI PI PI PI PI shy
4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6
3 6 46
PI
I
PI
3 6 4 6
ONE HALF FOUNDATION AND ANCHOR BOLT
OUT OF FOUNDATION
PLAN OTHER HALF SIMILAR EXCEPT OPPOSITE HAND
COL 14K C-I _____ _ 8~
h DIA x 8 ANCHOR gt-__ BOUS srI) MKG ~___ - ~
_~--~-~ -[-f---shy
---t-- ~ rth_~-COLUMN BASE - I~ AI( P4
DETAIL AT COLUMN BASE
DETAIL AT CORNER SHOWING PL ATES AND FIRST RIB
CHANNEL PLATE
PLATE AND ANCHOR BOLT
20
TION
ATION
CORNER DETAIL
FOUNDATIONS IN PLACE
a A Level the site =
rately to dimensior s 5-~
Excavate for wa S-
anchor bolts noting tha c ~- _
above finished floor line 2 - - - -- --
gineer in charge of erect -shy
suit local soil conditio-5
improperly set cut ne
torch or cold chisel
B Level the plates s-
When plates are true ~ _ -= =
with lean cement lO -~- ~-=- unit for details not sf - -- - shy
--
ADAPTATION COLUMNS GIRDERS AND STRUTS
COLUMNS AND GIRDERS SHOWING ORDER OF ERECTION bull
3 middot DIA STITCH BC middotS
STAGGERED
OPEN HOLES
bull ------
0
DETAIL AT COLUMN BASE
DJ G s 1S
22
=
ADAPTATION
COLUMNS GIoJLOIImiddot
C Next assemble the be - - DETAIL 2
erect in the same way ins~
ing N 1 This frame wi -
bull installing the four rib Seuro bullbull shy
wood staging can be no ~
in the manner just ot ~-= -
DETAIL 1
n A Assemble columns gin-=_
y e sections) on the grour
-
shy
tion in the building Boi
gether with 314 x I1jz stitch bo
one open hole opposite each bo
B Build wooden staging simi ashy
drawings Then assemble on - - r
~
-~___=O
_ _
marked A on drawing comple euro
column caps and bases knee b r aeshy
angles and bent plates for rib
bent into position brace and
bolts
RIBS AND GIRDERS
ADAPTATION
COLUMNS GIRDERS AND STRUTS
DETAIL 4 DETAIL 3
Ys SQ NUTS
W ASHERS FOR TIE RODSDETAIL OF TIE RODS
24 DETAIL SHOWING ANGLE CONNECTION
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
IBULKHEAD COVERING
3 STUDS
REINFORCING ANGLE
11=~-- K SCREWS
gtP~H-----shy SASH AND FRAME HANGER BRACKET FOR DOOR TRACK
DETAIL AT WINDOW HEAD
~----3 STUD shy
SASH-FRAME
SASH
8D NAILS
- FLASHING
HOL TlTE SCREWS
BOTTOM CORNER OF WINDOW
Install the doors and windows before applying the bulkhead covering The bulkhead covering then must be applied before the sides of the building are covered
1 Doors Bolt the brackets that support the door track to the door header (see detail) Attach a tab marked W101 and a wedge marked W100R or W100L to the bottom of each door leaf These serve respecshytively to keep the door clear of the screw heads in the channel plate and to hold it tight against the jamb when closed Hang the doors then locate the center door stop and secure it to the concrete With the door in closed position locate the door stay rollers at each jamb so the doors are held firmly against the jambs (See detail)
2 Windows Assemble the window frames from the knocked-down parts Fasten these members together with clip angles and metal screws provided Attach stay bars to the muntins and hinge sash at top of frame so it will swing to outside of building After the frames have been assembled slide them into place between the studs with bottom of sills 6 0 121 above floor and nail to studs through holes provided in frames Caulk mullion joint and install sill flashing F2
3 Covering The following description applies to the half of the bulkhead shown in drawing the corrugated sheets of which are marked with a number and the suffix L The corrugated sheets on the other half are applied in the same manner and order as on this half
DOOR TRACK AND
CENTER DOOR STOP
the numbers of these sheets however c R Start with the 261 x 561 sheet at shyedge of bulkhead Turn this sheet so t hEmiddot ~shy
rugation appears convex from outside of _ allow it to project 31 below bottom of c ~ P-2 Fasten to rib with filshie nail and nAU shy
marked S-l with edge projecting 31 beyc r ~shyof stud S- l
Next apply 261 x 1241 sheet keeping - - - _ back from face of jamb channel Now irs= and 261 x 1241 sheet lapping them tr ~
over sheets below and 61 at vertical _ shyin this manner placing the sheets as sl
Apply the 261 x 541 sheet under the 1 _ it to vertical studs S-5 Fasten the s ~_
tom of louvre frame with Holtite SC _
operating lever bracket (See de a louvre in place between the studs - - shythe sill flashing laps over the co- _~ and bolt it to the studs with s - ~ _shy __= t he louvre is secured apply sheets -a iling them to studs and ribs
Complete the bulkhead by app - s ttaching to rib with filshie nails
4 Curved Flashing Nail t ~ -ll1g F-3 to purlins and fasten to corruga- th Holtite screws Start with the lowest middot - - ~- ~ F-3) lining it with the bottom of the c-- _ =_ ~ets then lap each succeeding piece ove - shy
BASIC UNIT
SIDE AND ROOF COVERING
LAYOUT OF CORRUGATED ROOFING SHEETS
END OF BOTTOM ROW
START OF BOTTOM ROW SHEETS IN PLACE
10
~ shy
-
shy
51
MK PRJ
6 -1 CURVED RIB
STEEl SPUCE PlATES
EACH SlDE OF fUSS
4_314 Jlt IY-z SOLTS NUTS AND WASHERS
DETAIL AT PURLINS
6 ~ CURVED RIB MK RI
6 CURVED RIB
~ OlA Ie 8 middot AHCHOIl BOH
MJT AND WASHfR STD bull MK C
JOfNJ
APPLY ROO~amp
APPLY SHEETS DETAIL AT FLOOR
The sides and roof of building are covered with sheets 3 below bottom of
459 corrugated metal sheets 2712 wide by 92 lap is 3 12 See details fo r s
long nailed to purlins with 8d double headed ends Install second third
nails and fibre and steel washers at 8 oc Start with then repeat this process on -
bottom row of sheets at side wall keeping bottom of applying top row
BASIC UNIT
SCAFFOLDING
SUGGESTED METHOD OF BUILDING ERECTION STAGING
12
Ie UNIT
ERECTOR
Organization The erection of the SSAR Utility Buildin~
ation follows another-if the operations are done in sequence ~
to get off to the right start by being careful to get the channe ~
the starting ribs plumb Likewise the bulkhead framing must be sq
and corrugated iron will fit and so the doors will operate
A logical division of personnel is into crews for (1) setting the char
(3) framing the bulkhead and (4) applying the covering
The instructions give each operation complete in its proper order it
however to finish an operation throughout the entire building before the ~
time can be saved by having the crews working on their respective port
taneously for example the rib crew can be assembling ribs and the
assembling the bulkhead framing while the channels are being laid Th
ribs from the end have been raised plumbed and braced the bulkhead c shy
position while the erection staging is still near the end of the building T
corrugated iron covering can begin their work after the first bulkhead is ra
should follow closely behind that of the crew raising the remainder of the ~
bulkhead crew should assemble the other bulkhead framing and have it read
the last rib is in position
Hints If any of the steel members have become damaged in shipment
straighten them is by placing the bent part over a crate or sawhorse and h
down on each end The hardest way to straighten is by using a hammer
There is a trick to opening the banded crates When this is known and used re t
can be saved Take one of the screwdrivers furnished for assembling the fra rrlt=
under steel band about an inch or inch-and-half Turn the screwdriver about e
an eighth turn This brings the sharp edge of the screwdriver in contact with c
quickly This motion cuts the band rather than breaking it W hen the knack _
driver is lea rned opening the crates is an easy job Open crates carefully so lum ~ shy
in building erection staging
)
T he importance of using the right nails screws and attachments cannot be too __
Follow the instructions closely in this regard
Tools A complete set of necessary tools is furnished for erecting the complet e -~~-4=shy
should be supplied to the men who will use them If there are many buildings te bull _ ---shy
location the best scheme is to open all the boxes containing tools and pool the~
tool check
T ake good care of t he tools
BASIC UNIT
WORKING D RA WI NGS
The drawings reproduced on the following pages
are the working drawings from which the basic
building was manufactured On these drawings
all the parts necessary to assemble the building appear
along with their piece markings These drawings should
be studied in conjunction with the erection instructions
and illustrations appearing in other parts of the book
When so used they will help the erector understand
the entire building and see the reason for each sucshy
cessive operation We caution the erector not to cut
or repunch any part without first making sure that
cutting or punching is necessary as each member was
fabricated to fit into its respective position in the buildshy
ing without additional cutting etc
14
zt pUU~ PRO 7 2~ PUUH PR1_7 21f~ PURLIN ~ PP1 ) zo u_ bull 1 -- ~- ~~
i- shyI - shy
1
4
J 0ltgt
I cO ir 00
Il ~ 0 ~
III
a ~ ~I 00
0
~ ~
00 I
1
I I
0
-~
1-1
D D~ 00 - J I I
00 bull bullI
I
II ~-~ - ~00 -
I I I00 00 00 IIgt
n
bull bull - ~E_o0 0000
I I middot~ I
Do Do 00
Do I 0 -- I 00
tS Rlf SPACE S 4O~_ 1000 T 100-Z OUT TO OUT of FOUN OAT I O N -
-
-I
PLANKOOF
____-00- lt_ ___ _ _____ __ __ _ _ _
~ ~I
A - fi~
I II ~ 0
~ p shy --
0 ~ CQ NiTR UCTIO N
0 I
0middot
N shy
~t----
~I--==II
Q -
9j
~ 0 - ~ 0 ~ ~ -shy~I
~ ~I PI
~ t-
P I p
I P
TI I
L I -
I II
i I
~
~ 4 1~I-I I CK cONc REiE FLOOR SLAe - o-r OTuEJgt
~ W IJlE M E~H ltD lt0 GGA BY o 1I-E R50 f R 40 00 5HO P BVILD I N F ONLy
r- CON 5 TRUCT I OIW rOI NT --shy
~
P I
---L
I p p PI IP I P I PI I A- ~~ltiAltO+2~14vltD~~+ltc- A~ 3J 4lt0 3~l~~4 3ltOshy ~ 4 shy _
~________ _______~OO~C~Z~~O~U~~T~O~O~U~T ~Q~~~F~O~U~~~D~AT~I~O~NL__ _______________
F OUN DATION amp ANCHOR OOLT PLAN
r i~ 5 - 1 - lt a iC _shy -~ - IC
-= shyDETAIL PI AN - shy
Rw tI~1 TPAC)oIltbull 3 L ampHG TH~ 8-0
R - w ampRACKIiT ~19~
PLAN OF TRAC~ EJRACK ET5
R
s
PlI
( I lt0 0
lt ii) J ~
I bull 1-1shy
gtshy ~z lt I h
H4 1 Tmiddot
I middot Pi~ J~
p
ELEVATION OF bULKHEAD FRAMI NG
fiSECTION ~
G CURvED RIIgt
~
~
scAl-E 4 oa lO
bEN 0 FLANGE~ o f PG
~ ( AROUND FLANCe OF RIamp I ~ R I NAIL TO NAILING
coamiddot 13GACHAHL FG 2= GROOVE
O r CHAtiL 1M A- I~- ta- ~~L RmiddotI HAI- It
I~- = __~___ _
DEVELOPED
middot80 DOUBiIi KEAOEP - --_H HAILS 4 STEaL 4 feRE WAS~ERS -ao c
DETAI b
CORR 51-1e-rs 3J(Hmiddotl PL
FINbull FL~P -
T
I -i 51ZE bull O~PTH of fOOTNC5
VAR amp S TO SUIT SOIL CONDITION 6
toT LESS TH AN 3 FINGPADE
REVISIONS
SECTION-pound J~d~CTIONreg cn 10middot 104 middot (4
ALL eoLT5 ep UtilES O THERWISE
ELEVATION
STRAN STEEL DIVISION GREAT LAKES STEEl CORPORATION
DETROIT MICHGAN
SCAlf HOTGO CuSIOlft $ Ol)[11
I-Cmiddot7112
NOTED
1
Roar PLRN SCALE a-=L-O
=shy
SECTION () gtCRLE ( 1-0
SECTION SCI=lLE SCRLE ~ 1-0
SECTION reg SCl=IlE 310
16
dolMshy OUT TO OJT FGJHClFnION ____ _
or 3ULKHEAD
L
RW-~I T~~ ~W Z()2 ~OClS ~Wle 1 ~RKTS
C
-trCORA SHST 5 CIJ~YEC 10 2O ~R AAOIIJS
~ews ef ac
l~~~O~ILS $Ee
b ~1-------Ly--t~WN~ t-40 ltQ
~
~lASHI~G M~ ~2
r~~ SHEET
A HQLnTE SCREWS
4a~ ) BX 146F1~C COtmt4ollOOS GJAT
pHD Wlltgtlt BOCT C~Rmiddot ~ET
F t- ytOOD SG12e-N amp WITH ampXP 5ol11ElDS
SECTION 12-0
TION ~ ~ middotmiddot O
REVISIONS STRAN STEEl DIVISION
GREAT LAKES STEfl CORPORATiON DETROIT MICHIGAN
SSRR 40xiOO CONVE ION TYPE UTI Ll -L Gmiddot
E 2 A5 NoreD
STUD
28
1a X 31
1 _ - - jUO( __I
~-~ t DS
ACTUAL BETWEEN HEAD TOP CHANNEL OF DOOR
t ~J
HEAD
0 o o C 0
2 lt)
z ~ o
3Ji( ~ RH STOVE BOLT
WEDGE MK Wl0QL OR R
TAB MK Wl0l FINISHED FLOOR
SILL BEYOND OPENING SCALE V FULL SIZE
7------ 4 HO LTTfE se RE S AT Ll
CLEARANCE CHANNEL amp L
4V4 ~ X 3l- x U GA
R W ~20-2 TRUCKS R W 18-31 amp 19-31 BRAC-ltE middot R W 11-31 CENTER BRAC l(fl
1 1
SCALE Y2 FULL SIZE
4 HOLTlTE SCREWS AT EACH STUD -shy-IoIIh---------
FINISHED FLOOR
3-16 GA CHANNEL PLATE
GRADE
GRAPHIC SCALE 2 3 4
I I I Size
2 3 4
I I I
OPENING
r 2 B 2 0 2 0 2 0 2 0 2 8
I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31
-]1 rr-- flUSH puL I _lt l Rt 1ro-l
- r- PADLOCK LA ES
I R W 139 I
I
J 1 -
19 X 31
_ ~ r-~ WEDGE MK HIOOl
-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-
L- fOOR CENTER STOP -- R W 55 GUIDE ROLLER amp
K ~ R W 171 -2 DIAMOND EXPANSION SHIELDDETAIL OR EQUAL FOR Y2 LAG
SC REW OTHER SIDE SAME
INTERIOR ELEVATION SCALE Yz - l middotO I
tROLLER R W I SS
BE lI TACHING
rOM CHAN l
~ L L J L=~ ~
I I I I I I
I
OPENING
__Jil _ 1_
flOOR CENTER STOP RW - 171-2 ~--f =b -~~ Iftlrr--- 2V X 16 F H WOOD SCREWiH~ ilil IUt+--- 122 u S E SCREW ANCHOR 2 L-lLYJ
3E MI( WlOOL amp R DETAIL K EN TO BOTTOM NL WITH 2li SCALE FULL SIZE
UUI CONTRACT ~ = middot 0
STOVE BOLTS
PAINT NOTE PAINT All SURFACES OF DOOR lEAVES 1 (ONE) STANDARD SHOP COAT OF METALLIC PRIMING PAINT BEfORE SHIPMENT SEE BIM FOR SPECIFICATION OF FINISH COAT OF PAINT
NOTE HARDWARE TO BE RICHARD-WILCOX OR EQUAL PADLOCKS ARE NOT FURNISHED UNDER THIS
0 I
I I 17 FULL
0 6 I
lG
5 6
I II
S 6
I I
-00
-BILL OF MATERIAL FOR 1 BUILDI NG Item N o o f Mark Pieces
6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1
1 72
B6 4 Al 4
4L2 L3 8
RC1 20 240 240 100 100
3500
350 3500 3500
3500
100I
PI 26 -
Crate Contents
HD816 American Fork amp Hoe Claw Hammer 1510 Mayhew Steel 101 Screw Drivers 1 x 8 11 Endres Center Punches
I 175 Warren Drift Pins AC1l2 Crescent 12 1 Adjustable Wrenches 21 Sargent 16 oz Plumb Bob 14 Danielson 10 1 Combination Pliers A9 Endres 11 Cold Chisels 236 Stanley 60 1 ZZ Rule ISO Coil 16 Ga Annealed Wire 250 Coil 9 Ga Annealed Wire 24 Warren Wrecking Bar 809 Atkins 26 Hand Saw 274 F E Hand Axe (American Fork amp Hoe) 347N 24 Wood Level Stanley Balls 100 Masons Line Pcs Blue Chalk 2165 Union Hack Saw Frame and 6 Blades 60 Coil Sisal Rope (Bowan amp Allison) B1 Crescent Mastic Guns A110 Crescent 10 Adjustable Wrench
NOTE Tool Kits-5 Tool Kits Required for 8 Buildings
I
Set Erection Instructions Yz l Dia x 8 Anchor Bolts with Nuts and Washes 31 x U61 Splice Plates 08Yzl 6 1 x 13 Ga Channel 0 2 Yzl Angles 2 x 2I x 8 Ga O 10 11 Angles 3 1 x 2 1 X 8 Ga O2 Yzl 3 1 Raft er Clips 1 x 1 Y M ach Bolts with Sq Nuts 1 Cut Steel Washers Yzl x 11 Machine Bolts with Sq Nuts Yzl Cut Steel Washers 14 x 1 Cadmium Plated Sheet Metal Screws P K
Style A 8d Common Nails 8d Double Head Galv Nails Comb Steel and Fibre Washers with 140 Dia Hole
in Center Comb Steel and Fibre Washers with 250 1 Dia Hole
in Center Filshie Nails 6 x 1 x 16 Ga Channel PI 4 2 Lg
-
Item Mark
lOR 10L 11
W100R W100L WI01
L1 T1R TIL Sl S2 S3 S4 S5
T24 T48 P2 P6 P7 P8
N o of Pieces
2 2 2 4
16 4
12 8
2 4
16 2 6 2 2 4
I 8 8
4 2 2 4
20 20
4 2 2 4 4 4 4 4 4 8 4 4 4 8
Crate Contents
BULKHEAD SHEETS (Continued)
26 1 x 102 1 x 26 Ga Galv Corr Sheet 26 1 x 102 1 x 26 Ga Galv Corr Sheet 261 X 136 11 x 26 Ga Galv Corr Sheet 261 x 1261 x 26 Ga Galv Corr Sheet 26 1 x 1241 x 26 Ga Galv Corr Sheet 26 x 56 1 x 26 Ga Galv Corr Sheet 261 x 521 x 26 Ga Galv Corr Sheet 261 x 26 x 26 Ga Galv Corr Sheet
Pro 601 x 12 0 1 Steel Sliding Doors 19 x 31 End Track Brackets 18 x 31 Track Brackets 11 x 31 Center Brackets Pcs 31 Door Track 8 0 1 Long Pro 55 Door Guide Rollers with Lag Screws 171-2 Door Center Floor Stops Pro 20 -2 Door Trucks 16 x 2 Yzl Lg F H Wood Screws 122 USE Screw Anchors 1 ID x 21 Lg for 16 Wood
Screws Diamond Expansion Shields for 11 Lag Screws L 1Ys X 1 x 12 Ga x 0 6 (Door Wedge) L 1Ysl X x 12 Ga x 06 1 (Door Wedge) 2 x 12 Ga Door Tab 3 1 Long U61 x 11 R Hd Stove Bolts with Sq Nuts 1 Cut Steel Washers
BULKHEAD FRAMING
Angles 3 1 x 3 1 x 14 Ga Brace 8 3 74 Channels 4 741 x 3 1 X 11 14 Ga Girt 15 10 Channels 4 741 x 3 1 X 11 14 Ga Girt 15101 3 1 x 16 Ga SS Studs 1110 1 3 x 16 Ga SS Studs 15 10 3 x 16 Ga SS Studs 183 1 3 x 16 Ga SS Studs 19O Ys 3 1 x 16 Ga SS Studs 7 10 741 Half Stud Trimmers l11 Yz Half Stud Trimmers 3 11 Yz 3 x 1 x 16 Ga Channel PI 140 Long 6 1 x 1 x 13 Ga Channel 4 5 3 x 16 Ga Channel PI 11 11 1 3 x 16 Ga Channel PI 11 11
PR1
R1
R1
2R 2L 3R 3L 4R 4L 5R 5L 6R 6L 7R 7L 8R 8L 9R 9L
60 2~1f x 18 Ga Purlins 191l Ys
20 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
19 I 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
92 II 2771 x 92 x 24 Ga Corr Galv Sheets (Curved) Curved to 20 6 Rad Inside
5 Crates Reqd
BULKHEAD SHEETS
2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 54Yz x 26 Ga Galv Corr Sheet 2 26 x 54 Yz x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 G a Galv Corr Sheet 2 26 x 132 x 26 Ga Galv Corr Sheet 2 26 x 132 x 26 G a Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 89 y~ x 26 Ga Galv Corr Sheet 2 26 x 8971 x 26 Ga Galv Corr Sheet
II T3 B3
JR3 JL3
II S3 SB2
F2 F3
II
II
II
II
8 Window Sash 8 Window Heads 8 Window Sills 8 Window Jambs 8 Window Jambs
32 Splice Plates 8
160 Stay Bars 10 x 3i R H Type Z Parker Kalon Sht
Screws 8 8shy 32 x Ys RHMS
10 671 x 28 Ga Galv Flashing 54 28 3 71 x 5Ys x 28 Ga Galv Flashing (Curved) 64
1 5 Gal Can Mastic 1 5 Gal Can Paint 1 4 Wide Paint Brush
44 271 Corr Asphalt Strip 2 Wide 24 Lg
2 Metal Louvres Complete with Frame 2
28 24 Ga Sill FlashingY6 x 1 Stove Bolts with Nut amp Washer
10 x 71 Stove Bolts with Nut amp Washer 8 14 x Sheet Metal Screws Type A
104 I Splice Plates 5 x x 12 Ga x 21
Metal
DAPTATION E 0 SE UENCE
BULKHEAD FRAMING
ASSEMBLE FRAME U lATIONS
BULKHEAD SHEETS
1 Foundations Layout building SE~ E_ _
pour concrete Place channel plates
ROOFING SHEETS
COMPLETED BUILDING
2 Columns Girders and Struts
terior columns and beams bulkhead studs S4 =~ - - -- r
and T48 install rod and knee bracing P lu- b - ~-
standing columns (See pages 222324 an shy
3 Ribs and Purlins Assemble and raisE -shy
pages 26 and 27)
- _- 4 Bulkheads Assemble remainder - - shy
steel studs and girts hang doors imta
gated metal sheets louvres and fias h ~
5 Exterior Covering Insta ll g bull bull -- gt
sheets to purlins (See pages 30 a ~
ADAPTATION
FOUNDATION
1002
OUT TO
~ ~
b t
l 0 M 0 h b M
E ~
~ ~
~
~
I 0 ~
middot~ ~
~ 0 blt0
~
0 0 LL LL c-~0 0shy
Jgtgt 0 0
I
0shy ~ 0shy
rgt 0 gt
~ ~
Jgt
middot gt ~ middot ~ gt ~ 0shy
~ gt
~ ~
b
middot 0 0 M
b
~ ~
4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6
J1~i6f
~ ~ i shy
1 PI PI PI PI PI PI
r--- 1-shy
PLAN IS N SYMMETRICAL shy ABOUT ~
I -oT ~ 0
O-l--shy1
l shy r~- _ shy - shy - --shy -- shy1-
~
1 0 0
1 0
r~ rE---shy -shy _ bullbull _ -
Irl L - shy
~ CONCRETE FLOOR SLAB
0 0
~
r01 r~ L-l t~
I oT
201 200 100
0+ ~
(
I
~ PLAN IS SYMMETRICAL
ABOUT tf
~i~6 PI PI PI PI PI PI shy
4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6
3 6 46
PI
I
PI
3 6 4 6
ONE HALF FOUNDATION AND ANCHOR BOLT
OUT OF FOUNDATION
PLAN OTHER HALF SIMILAR EXCEPT OPPOSITE HAND
COL 14K C-I _____ _ 8~
h DIA x 8 ANCHOR gt-__ BOUS srI) MKG ~___ - ~
_~--~-~ -[-f---shy
---t-- ~ rth_~-COLUMN BASE - I~ AI( P4
DETAIL AT COLUMN BASE
DETAIL AT CORNER SHOWING PL ATES AND FIRST RIB
CHANNEL PLATE
PLATE AND ANCHOR BOLT
20
TION
ATION
CORNER DETAIL
FOUNDATIONS IN PLACE
a A Level the site =
rately to dimensior s 5-~
Excavate for wa S-
anchor bolts noting tha c ~- _
above finished floor line 2 - - - -- --
gineer in charge of erect -shy
suit local soil conditio-5
improperly set cut ne
torch or cold chisel
B Level the plates s-
When plates are true ~ _ -= =
with lean cement lO -~- ~-=- unit for details not sf - -- - shy
--
ADAPTATION COLUMNS GIRDERS AND STRUTS
COLUMNS AND GIRDERS SHOWING ORDER OF ERECTION bull
3 middot DIA STITCH BC middotS
STAGGERED
OPEN HOLES
bull ------
0
DETAIL AT COLUMN BASE
DJ G s 1S
22
=
ADAPTATION
COLUMNS GIoJLOIImiddot
C Next assemble the be - - DETAIL 2
erect in the same way ins~
ing N 1 This frame wi -
bull installing the four rib Seuro bullbull shy
wood staging can be no ~
in the manner just ot ~-= -
DETAIL 1
n A Assemble columns gin-=_
y e sections) on the grour
-
shy
tion in the building Boi
gether with 314 x I1jz stitch bo
one open hole opposite each bo
B Build wooden staging simi ashy
drawings Then assemble on - - r
~
-~___=O
_ _
marked A on drawing comple euro
column caps and bases knee b r aeshy
angles and bent plates for rib
bent into position brace and
bolts
RIBS AND GIRDERS
ADAPTATION
COLUMNS GIRDERS AND STRUTS
DETAIL 4 DETAIL 3
Ys SQ NUTS
W ASHERS FOR TIE RODSDETAIL OF TIE RODS
24 DETAIL SHOWING ANGLE CONNECTION
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
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~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
BASIC UNIT
SIDE AND ROOF COVERING
LAYOUT OF CORRUGATED ROOFING SHEETS
END OF BOTTOM ROW
START OF BOTTOM ROW SHEETS IN PLACE
10
~ shy
-
shy
51
MK PRJ
6 -1 CURVED RIB
STEEl SPUCE PlATES
EACH SlDE OF fUSS
4_314 Jlt IY-z SOLTS NUTS AND WASHERS
DETAIL AT PURLINS
6 ~ CURVED RIB MK RI
6 CURVED RIB
~ OlA Ie 8 middot AHCHOIl BOH
MJT AND WASHfR STD bull MK C
JOfNJ
APPLY ROO~amp
APPLY SHEETS DETAIL AT FLOOR
The sides and roof of building are covered with sheets 3 below bottom of
459 corrugated metal sheets 2712 wide by 92 lap is 3 12 See details fo r s
long nailed to purlins with 8d double headed ends Install second third
nails and fibre and steel washers at 8 oc Start with then repeat this process on -
bottom row of sheets at side wall keeping bottom of applying top row
BASIC UNIT
SCAFFOLDING
SUGGESTED METHOD OF BUILDING ERECTION STAGING
12
Ie UNIT
ERECTOR
Organization The erection of the SSAR Utility Buildin~
ation follows another-if the operations are done in sequence ~
to get off to the right start by being careful to get the channe ~
the starting ribs plumb Likewise the bulkhead framing must be sq
and corrugated iron will fit and so the doors will operate
A logical division of personnel is into crews for (1) setting the char
(3) framing the bulkhead and (4) applying the covering
The instructions give each operation complete in its proper order it
however to finish an operation throughout the entire building before the ~
time can be saved by having the crews working on their respective port
taneously for example the rib crew can be assembling ribs and the
assembling the bulkhead framing while the channels are being laid Th
ribs from the end have been raised plumbed and braced the bulkhead c shy
position while the erection staging is still near the end of the building T
corrugated iron covering can begin their work after the first bulkhead is ra
should follow closely behind that of the crew raising the remainder of the ~
bulkhead crew should assemble the other bulkhead framing and have it read
the last rib is in position
Hints If any of the steel members have become damaged in shipment
straighten them is by placing the bent part over a crate or sawhorse and h
down on each end The hardest way to straighten is by using a hammer
There is a trick to opening the banded crates When this is known and used re t
can be saved Take one of the screwdrivers furnished for assembling the fra rrlt=
under steel band about an inch or inch-and-half Turn the screwdriver about e
an eighth turn This brings the sharp edge of the screwdriver in contact with c
quickly This motion cuts the band rather than breaking it W hen the knack _
driver is lea rned opening the crates is an easy job Open crates carefully so lum ~ shy
in building erection staging
)
T he importance of using the right nails screws and attachments cannot be too __
Follow the instructions closely in this regard
Tools A complete set of necessary tools is furnished for erecting the complet e -~~-4=shy
should be supplied to the men who will use them If there are many buildings te bull _ ---shy
location the best scheme is to open all the boxes containing tools and pool the~
tool check
T ake good care of t he tools
BASIC UNIT
WORKING D RA WI NGS
The drawings reproduced on the following pages
are the working drawings from which the basic
building was manufactured On these drawings
all the parts necessary to assemble the building appear
along with their piece markings These drawings should
be studied in conjunction with the erection instructions
and illustrations appearing in other parts of the book
When so used they will help the erector understand
the entire building and see the reason for each sucshy
cessive operation We caution the erector not to cut
or repunch any part without first making sure that
cutting or punching is necessary as each member was
fabricated to fit into its respective position in the buildshy
ing without additional cutting etc
14
zt pUU~ PRO 7 2~ PUUH PR1_7 21f~ PURLIN ~ PP1 ) zo u_ bull 1 -- ~- ~~
i- shyI - shy
1
4
J 0ltgt
I cO ir 00
Il ~ 0 ~
III
a ~ ~I 00
0
~ ~
00 I
1
I I
0
-~
1-1
D D~ 00 - J I I
00 bull bullI
I
II ~-~ - ~00 -
I I I00 00 00 IIgt
n
bull bull - ~E_o0 0000
I I middot~ I
Do Do 00
Do I 0 -- I 00
tS Rlf SPACE S 4O~_ 1000 T 100-Z OUT TO OUT of FOUN OAT I O N -
-
-I
PLANKOOF
____-00- lt_ ___ _ _____ __ __ _ _ _
~ ~I
A - fi~
I II ~ 0
~ p shy --
0 ~ CQ NiTR UCTIO N
0 I
0middot
N shy
~t----
~I--==II
Q -
9j
~ 0 - ~ 0 ~ ~ -shy~I
~ ~I PI
~ t-
P I p
I P
TI I
L I -
I II
i I
~
~ 4 1~I-I I CK cONc REiE FLOOR SLAe - o-r OTuEJgt
~ W IJlE M E~H ltD lt0 GGA BY o 1I-E R50 f R 40 00 5HO P BVILD I N F ONLy
r- CON 5 TRUCT I OIW rOI NT --shy
~
P I
---L
I p p PI IP I P I PI I A- ~~ltiAltO+2~14vltD~~+ltc- A~ 3J 4lt0 3~l~~4 3ltOshy ~ 4 shy _
~________ _______~OO~C~Z~~O~U~~T~O~O~U~T ~Q~~~F~O~U~~~D~AT~I~O~NL__ _______________
F OUN DATION amp ANCHOR OOLT PLAN
r i~ 5 - 1 - lt a iC _shy -~ - IC
-= shyDETAIL PI AN - shy
Rw tI~1 TPAC)oIltbull 3 L ampHG TH~ 8-0
R - w ampRACKIiT ~19~
PLAN OF TRAC~ EJRACK ET5
R
s
PlI
( I lt0 0
lt ii) J ~
I bull 1-1shy
gtshy ~z lt I h
H4 1 Tmiddot
I middot Pi~ J~
p
ELEVATION OF bULKHEAD FRAMI NG
fiSECTION ~
G CURvED RIIgt
~
~
scAl-E 4 oa lO
bEN 0 FLANGE~ o f PG
~ ( AROUND FLANCe OF RIamp I ~ R I NAIL TO NAILING
coamiddot 13GACHAHL FG 2= GROOVE
O r CHAtiL 1M A- I~- ta- ~~L RmiddotI HAI- It
I~- = __~___ _
DEVELOPED
middot80 DOUBiIi KEAOEP - --_H HAILS 4 STEaL 4 feRE WAS~ERS -ao c
DETAI b
CORR 51-1e-rs 3J(Hmiddotl PL
FINbull FL~P -
T
I -i 51ZE bull O~PTH of fOOTNC5
VAR amp S TO SUIT SOIL CONDITION 6
toT LESS TH AN 3 FINGPADE
REVISIONS
SECTION-pound J~d~CTIONreg cn 10middot 104 middot (4
ALL eoLT5 ep UtilES O THERWISE
ELEVATION
STRAN STEEL DIVISION GREAT LAKES STEEl CORPORATION
DETROIT MICHGAN
SCAlf HOTGO CuSIOlft $ Ol)[11
I-Cmiddot7112
NOTED
1
Roar PLRN SCALE a-=L-O
=shy
SECTION () gtCRLE ( 1-0
SECTION SCI=lLE SCRLE ~ 1-0
SECTION reg SCl=IlE 310
16
dolMshy OUT TO OJT FGJHClFnION ____ _
or 3ULKHEAD
L
RW-~I T~~ ~W Z()2 ~OClS ~Wle 1 ~RKTS
C
-trCORA SHST 5 CIJ~YEC 10 2O ~R AAOIIJS
~ews ef ac
l~~~O~ILS $Ee
b ~1-------Ly--t~WN~ t-40 ltQ
~
~lASHI~G M~ ~2
r~~ SHEET
A HQLnTE SCREWS
4a~ ) BX 146F1~C COtmt4ollOOS GJAT
pHD Wlltgtlt BOCT C~Rmiddot ~ET
F t- ytOOD SG12e-N amp WITH ampXP 5ol11ElDS
SECTION 12-0
TION ~ ~ middotmiddot O
REVISIONS STRAN STEEl DIVISION
GREAT LAKES STEfl CORPORATiON DETROIT MICHIGAN
SSRR 40xiOO CONVE ION TYPE UTI Ll -L Gmiddot
E 2 A5 NoreD
STUD
28
1a X 31
1 _ - - jUO( __I
~-~ t DS
ACTUAL BETWEEN HEAD TOP CHANNEL OF DOOR
t ~J
HEAD
0 o o C 0
2 lt)
z ~ o
3Ji( ~ RH STOVE BOLT
WEDGE MK Wl0QL OR R
TAB MK Wl0l FINISHED FLOOR
SILL BEYOND OPENING SCALE V FULL SIZE
7------ 4 HO LTTfE se RE S AT Ll
CLEARANCE CHANNEL amp L
4V4 ~ X 3l- x U GA
R W ~20-2 TRUCKS R W 18-31 amp 19-31 BRAC-ltE middot R W 11-31 CENTER BRAC l(fl
1 1
SCALE Y2 FULL SIZE
4 HOLTlTE SCREWS AT EACH STUD -shy-IoIIh---------
FINISHED FLOOR
3-16 GA CHANNEL PLATE
GRADE
GRAPHIC SCALE 2 3 4
I I I Size
2 3 4
I I I
OPENING
r 2 B 2 0 2 0 2 0 2 0 2 8
I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31
-]1 rr-- flUSH puL I _lt l Rt 1ro-l
- r- PADLOCK LA ES
I R W 139 I
I
J 1 -
19 X 31
_ ~ r-~ WEDGE MK HIOOl
-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-
L- fOOR CENTER STOP -- R W 55 GUIDE ROLLER amp
K ~ R W 171 -2 DIAMOND EXPANSION SHIELDDETAIL OR EQUAL FOR Y2 LAG
SC REW OTHER SIDE SAME
INTERIOR ELEVATION SCALE Yz - l middotO I
tROLLER R W I SS
BE lI TACHING
rOM CHAN l
~ L L J L=~ ~
I I I I I I
I
OPENING
__Jil _ 1_
flOOR CENTER STOP RW - 171-2 ~--f =b -~~ Iftlrr--- 2V X 16 F H WOOD SCREWiH~ ilil IUt+--- 122 u S E SCREW ANCHOR 2 L-lLYJ
3E MI( WlOOL amp R DETAIL K EN TO BOTTOM NL WITH 2li SCALE FULL SIZE
UUI CONTRACT ~ = middot 0
STOVE BOLTS
PAINT NOTE PAINT All SURFACES OF DOOR lEAVES 1 (ONE) STANDARD SHOP COAT OF METALLIC PRIMING PAINT BEfORE SHIPMENT SEE BIM FOR SPECIFICATION OF FINISH COAT OF PAINT
NOTE HARDWARE TO BE RICHARD-WILCOX OR EQUAL PADLOCKS ARE NOT FURNISHED UNDER THIS
0 I
I I 17 FULL
0 6 I
lG
5 6
I II
S 6
I I
-00
-BILL OF MATERIAL FOR 1 BUILDI NG Item N o o f Mark Pieces
6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1
1 72
B6 4 Al 4
4L2 L3 8
RC1 20 240 240 100 100
3500
350 3500 3500
3500
100I
PI 26 -
Crate Contents
HD816 American Fork amp Hoe Claw Hammer 1510 Mayhew Steel 101 Screw Drivers 1 x 8 11 Endres Center Punches
I 175 Warren Drift Pins AC1l2 Crescent 12 1 Adjustable Wrenches 21 Sargent 16 oz Plumb Bob 14 Danielson 10 1 Combination Pliers A9 Endres 11 Cold Chisels 236 Stanley 60 1 ZZ Rule ISO Coil 16 Ga Annealed Wire 250 Coil 9 Ga Annealed Wire 24 Warren Wrecking Bar 809 Atkins 26 Hand Saw 274 F E Hand Axe (American Fork amp Hoe) 347N 24 Wood Level Stanley Balls 100 Masons Line Pcs Blue Chalk 2165 Union Hack Saw Frame and 6 Blades 60 Coil Sisal Rope (Bowan amp Allison) B1 Crescent Mastic Guns A110 Crescent 10 Adjustable Wrench
NOTE Tool Kits-5 Tool Kits Required for 8 Buildings
I
Set Erection Instructions Yz l Dia x 8 Anchor Bolts with Nuts and Washes 31 x U61 Splice Plates 08Yzl 6 1 x 13 Ga Channel 0 2 Yzl Angles 2 x 2I x 8 Ga O 10 11 Angles 3 1 x 2 1 X 8 Ga O2 Yzl 3 1 Raft er Clips 1 x 1 Y M ach Bolts with Sq Nuts 1 Cut Steel Washers Yzl x 11 Machine Bolts with Sq Nuts Yzl Cut Steel Washers 14 x 1 Cadmium Plated Sheet Metal Screws P K
Style A 8d Common Nails 8d Double Head Galv Nails Comb Steel and Fibre Washers with 140 Dia Hole
in Center Comb Steel and Fibre Washers with 250 1 Dia Hole
in Center Filshie Nails 6 x 1 x 16 Ga Channel PI 4 2 Lg
-
Item Mark
lOR 10L 11
W100R W100L WI01
L1 T1R TIL Sl S2 S3 S4 S5
T24 T48 P2 P6 P7 P8
N o of Pieces
2 2 2 4
16 4
12 8
2 4
16 2 6 2 2 4
I 8 8
4 2 2 4
20 20
4 2 2 4 4 4 4 4 4 8 4 4 4 8
Crate Contents
BULKHEAD SHEETS (Continued)
26 1 x 102 1 x 26 Ga Galv Corr Sheet 26 1 x 102 1 x 26 Ga Galv Corr Sheet 261 X 136 11 x 26 Ga Galv Corr Sheet 261 x 1261 x 26 Ga Galv Corr Sheet 26 1 x 1241 x 26 Ga Galv Corr Sheet 26 x 56 1 x 26 Ga Galv Corr Sheet 261 x 521 x 26 Ga Galv Corr Sheet 261 x 26 x 26 Ga Galv Corr Sheet
Pro 601 x 12 0 1 Steel Sliding Doors 19 x 31 End Track Brackets 18 x 31 Track Brackets 11 x 31 Center Brackets Pcs 31 Door Track 8 0 1 Long Pro 55 Door Guide Rollers with Lag Screws 171-2 Door Center Floor Stops Pro 20 -2 Door Trucks 16 x 2 Yzl Lg F H Wood Screws 122 USE Screw Anchors 1 ID x 21 Lg for 16 Wood
Screws Diamond Expansion Shields for 11 Lag Screws L 1Ys X 1 x 12 Ga x 0 6 (Door Wedge) L 1Ysl X x 12 Ga x 06 1 (Door Wedge) 2 x 12 Ga Door Tab 3 1 Long U61 x 11 R Hd Stove Bolts with Sq Nuts 1 Cut Steel Washers
BULKHEAD FRAMING
Angles 3 1 x 3 1 x 14 Ga Brace 8 3 74 Channels 4 741 x 3 1 X 11 14 Ga Girt 15 10 Channels 4 741 x 3 1 X 11 14 Ga Girt 15101 3 1 x 16 Ga SS Studs 1110 1 3 x 16 Ga SS Studs 15 10 3 x 16 Ga SS Studs 183 1 3 x 16 Ga SS Studs 19O Ys 3 1 x 16 Ga SS Studs 7 10 741 Half Stud Trimmers l11 Yz Half Stud Trimmers 3 11 Yz 3 x 1 x 16 Ga Channel PI 140 Long 6 1 x 1 x 13 Ga Channel 4 5 3 x 16 Ga Channel PI 11 11 1 3 x 16 Ga Channel PI 11 11
PR1
R1
R1
2R 2L 3R 3L 4R 4L 5R 5L 6R 6L 7R 7L 8R 8L 9R 9L
60 2~1f x 18 Ga Purlins 191l Ys
20 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
19 I 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
92 II 2771 x 92 x 24 Ga Corr Galv Sheets (Curved) Curved to 20 6 Rad Inside
5 Crates Reqd
BULKHEAD SHEETS
2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 54Yz x 26 Ga Galv Corr Sheet 2 26 x 54 Yz x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 G a Galv Corr Sheet 2 26 x 132 x 26 Ga Galv Corr Sheet 2 26 x 132 x 26 G a Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 89 y~ x 26 Ga Galv Corr Sheet 2 26 x 8971 x 26 Ga Galv Corr Sheet
II T3 B3
JR3 JL3
II S3 SB2
F2 F3
II
II
II
II
8 Window Sash 8 Window Heads 8 Window Sills 8 Window Jambs 8 Window Jambs
32 Splice Plates 8
160 Stay Bars 10 x 3i R H Type Z Parker Kalon Sht
Screws 8 8shy 32 x Ys RHMS
10 671 x 28 Ga Galv Flashing 54 28 3 71 x 5Ys x 28 Ga Galv Flashing (Curved) 64
1 5 Gal Can Mastic 1 5 Gal Can Paint 1 4 Wide Paint Brush
44 271 Corr Asphalt Strip 2 Wide 24 Lg
2 Metal Louvres Complete with Frame 2
28 24 Ga Sill FlashingY6 x 1 Stove Bolts with Nut amp Washer
10 x 71 Stove Bolts with Nut amp Washer 8 14 x Sheet Metal Screws Type A
104 I Splice Plates 5 x x 12 Ga x 21
Metal
DAPTATION E 0 SE UENCE
BULKHEAD FRAMING
ASSEMBLE FRAME U lATIONS
BULKHEAD SHEETS
1 Foundations Layout building SE~ E_ _
pour concrete Place channel plates
ROOFING SHEETS
COMPLETED BUILDING
2 Columns Girders and Struts
terior columns and beams bulkhead studs S4 =~ - - -- r
and T48 install rod and knee bracing P lu- b - ~-
standing columns (See pages 222324 an shy
3 Ribs and Purlins Assemble and raisE -shy
pages 26 and 27)
- _- 4 Bulkheads Assemble remainder - - shy
steel studs and girts hang doors imta
gated metal sheets louvres and fias h ~
5 Exterior Covering Insta ll g bull bull -- gt
sheets to purlins (See pages 30 a ~
ADAPTATION
FOUNDATION
1002
OUT TO
~ ~
b t
l 0 M 0 h b M
E ~
~ ~
~
~
I 0 ~
middot~ ~
~ 0 blt0
~
0 0 LL LL c-~0 0shy
Jgtgt 0 0
I
0shy ~ 0shy
rgt 0 gt
~ ~
Jgt
middot gt ~ middot ~ gt ~ 0shy
~ gt
~ ~
b
middot 0 0 M
b
~ ~
4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6
J1~i6f
~ ~ i shy
1 PI PI PI PI PI PI
r--- 1-shy
PLAN IS N SYMMETRICAL shy ABOUT ~
I -oT ~ 0
O-l--shy1
l shy r~- _ shy - shy - --shy -- shy1-
~
1 0 0
1 0
r~ rE---shy -shy _ bullbull _ -
Irl L - shy
~ CONCRETE FLOOR SLAB
0 0
~
r01 r~ L-l t~
I oT
201 200 100
0+ ~
(
I
~ PLAN IS SYMMETRICAL
ABOUT tf
~i~6 PI PI PI PI PI PI shy
4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6
3 6 46
PI
I
PI
3 6 4 6
ONE HALF FOUNDATION AND ANCHOR BOLT
OUT OF FOUNDATION
PLAN OTHER HALF SIMILAR EXCEPT OPPOSITE HAND
COL 14K C-I _____ _ 8~
h DIA x 8 ANCHOR gt-__ BOUS srI) MKG ~___ - ~
_~--~-~ -[-f---shy
---t-- ~ rth_~-COLUMN BASE - I~ AI( P4
DETAIL AT COLUMN BASE
DETAIL AT CORNER SHOWING PL ATES AND FIRST RIB
CHANNEL PLATE
PLATE AND ANCHOR BOLT
20
TION
ATION
CORNER DETAIL
FOUNDATIONS IN PLACE
a A Level the site =
rately to dimensior s 5-~
Excavate for wa S-
anchor bolts noting tha c ~- _
above finished floor line 2 - - - -- --
gineer in charge of erect -shy
suit local soil conditio-5
improperly set cut ne
torch or cold chisel
B Level the plates s-
When plates are true ~ _ -= =
with lean cement lO -~- ~-=- unit for details not sf - -- - shy
--
ADAPTATION COLUMNS GIRDERS AND STRUTS
COLUMNS AND GIRDERS SHOWING ORDER OF ERECTION bull
3 middot DIA STITCH BC middotS
STAGGERED
OPEN HOLES
bull ------
0
DETAIL AT COLUMN BASE
DJ G s 1S
22
=
ADAPTATION
COLUMNS GIoJLOIImiddot
C Next assemble the be - - DETAIL 2
erect in the same way ins~
ing N 1 This frame wi -
bull installing the four rib Seuro bullbull shy
wood staging can be no ~
in the manner just ot ~-= -
DETAIL 1
n A Assemble columns gin-=_
y e sections) on the grour
-
shy
tion in the building Boi
gether with 314 x I1jz stitch bo
one open hole opposite each bo
B Build wooden staging simi ashy
drawings Then assemble on - - r
~
-~___=O
_ _
marked A on drawing comple euro
column caps and bases knee b r aeshy
angles and bent plates for rib
bent into position brace and
bolts
RIBS AND GIRDERS
ADAPTATION
COLUMNS GIRDERS AND STRUTS
DETAIL 4 DETAIL 3
Ys SQ NUTS
W ASHERS FOR TIE RODSDETAIL OF TIE RODS
24 DETAIL SHOWING ANGLE CONNECTION
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
~ shy
-
shy
51
MK PRJ
6 -1 CURVED RIB
STEEl SPUCE PlATES
EACH SlDE OF fUSS
4_314 Jlt IY-z SOLTS NUTS AND WASHERS
DETAIL AT PURLINS
6 ~ CURVED RIB MK RI
6 CURVED RIB
~ OlA Ie 8 middot AHCHOIl BOH
MJT AND WASHfR STD bull MK C
JOfNJ
APPLY ROO~amp
APPLY SHEETS DETAIL AT FLOOR
The sides and roof of building are covered with sheets 3 below bottom of
459 corrugated metal sheets 2712 wide by 92 lap is 3 12 See details fo r s
long nailed to purlins with 8d double headed ends Install second third
nails and fibre and steel washers at 8 oc Start with then repeat this process on -
bottom row of sheets at side wall keeping bottom of applying top row
BASIC UNIT
SCAFFOLDING
SUGGESTED METHOD OF BUILDING ERECTION STAGING
12
Ie UNIT
ERECTOR
Organization The erection of the SSAR Utility Buildin~
ation follows another-if the operations are done in sequence ~
to get off to the right start by being careful to get the channe ~
the starting ribs plumb Likewise the bulkhead framing must be sq
and corrugated iron will fit and so the doors will operate
A logical division of personnel is into crews for (1) setting the char
(3) framing the bulkhead and (4) applying the covering
The instructions give each operation complete in its proper order it
however to finish an operation throughout the entire building before the ~
time can be saved by having the crews working on their respective port
taneously for example the rib crew can be assembling ribs and the
assembling the bulkhead framing while the channels are being laid Th
ribs from the end have been raised plumbed and braced the bulkhead c shy
position while the erection staging is still near the end of the building T
corrugated iron covering can begin their work after the first bulkhead is ra
should follow closely behind that of the crew raising the remainder of the ~
bulkhead crew should assemble the other bulkhead framing and have it read
the last rib is in position
Hints If any of the steel members have become damaged in shipment
straighten them is by placing the bent part over a crate or sawhorse and h
down on each end The hardest way to straighten is by using a hammer
There is a trick to opening the banded crates When this is known and used re t
can be saved Take one of the screwdrivers furnished for assembling the fra rrlt=
under steel band about an inch or inch-and-half Turn the screwdriver about e
an eighth turn This brings the sharp edge of the screwdriver in contact with c
quickly This motion cuts the band rather than breaking it W hen the knack _
driver is lea rned opening the crates is an easy job Open crates carefully so lum ~ shy
in building erection staging
)
T he importance of using the right nails screws and attachments cannot be too __
Follow the instructions closely in this regard
Tools A complete set of necessary tools is furnished for erecting the complet e -~~-4=shy
should be supplied to the men who will use them If there are many buildings te bull _ ---shy
location the best scheme is to open all the boxes containing tools and pool the~
tool check
T ake good care of t he tools
BASIC UNIT
WORKING D RA WI NGS
The drawings reproduced on the following pages
are the working drawings from which the basic
building was manufactured On these drawings
all the parts necessary to assemble the building appear
along with their piece markings These drawings should
be studied in conjunction with the erection instructions
and illustrations appearing in other parts of the book
When so used they will help the erector understand
the entire building and see the reason for each sucshy
cessive operation We caution the erector not to cut
or repunch any part without first making sure that
cutting or punching is necessary as each member was
fabricated to fit into its respective position in the buildshy
ing without additional cutting etc
14
zt pUU~ PRO 7 2~ PUUH PR1_7 21f~ PURLIN ~ PP1 ) zo u_ bull 1 -- ~- ~~
i- shyI - shy
1
4
J 0ltgt
I cO ir 00
Il ~ 0 ~
III
a ~ ~I 00
0
~ ~
00 I
1
I I
0
-~
1-1
D D~ 00 - J I I
00 bull bullI
I
II ~-~ - ~00 -
I I I00 00 00 IIgt
n
bull bull - ~E_o0 0000
I I middot~ I
Do Do 00
Do I 0 -- I 00
tS Rlf SPACE S 4O~_ 1000 T 100-Z OUT TO OUT of FOUN OAT I O N -
-
-I
PLANKOOF
____-00- lt_ ___ _ _____ __ __ _ _ _
~ ~I
A - fi~
I II ~ 0
~ p shy --
0 ~ CQ NiTR UCTIO N
0 I
0middot
N shy
~t----
~I--==II
Q -
9j
~ 0 - ~ 0 ~ ~ -shy~I
~ ~I PI
~ t-
P I p
I P
TI I
L I -
I II
i I
~
~ 4 1~I-I I CK cONc REiE FLOOR SLAe - o-r OTuEJgt
~ W IJlE M E~H ltD lt0 GGA BY o 1I-E R50 f R 40 00 5HO P BVILD I N F ONLy
r- CON 5 TRUCT I OIW rOI NT --shy
~
P I
---L
I p p PI IP I P I PI I A- ~~ltiAltO+2~14vltD~~+ltc- A~ 3J 4lt0 3~l~~4 3ltOshy ~ 4 shy _
~________ _______~OO~C~Z~~O~U~~T~O~O~U~T ~Q~~~F~O~U~~~D~AT~I~O~NL__ _______________
F OUN DATION amp ANCHOR OOLT PLAN
r i~ 5 - 1 - lt a iC _shy -~ - IC
-= shyDETAIL PI AN - shy
Rw tI~1 TPAC)oIltbull 3 L ampHG TH~ 8-0
R - w ampRACKIiT ~19~
PLAN OF TRAC~ EJRACK ET5
R
s
PlI
( I lt0 0
lt ii) J ~
I bull 1-1shy
gtshy ~z lt I h
H4 1 Tmiddot
I middot Pi~ J~
p
ELEVATION OF bULKHEAD FRAMI NG
fiSECTION ~
G CURvED RIIgt
~
~
scAl-E 4 oa lO
bEN 0 FLANGE~ o f PG
~ ( AROUND FLANCe OF RIamp I ~ R I NAIL TO NAILING
coamiddot 13GACHAHL FG 2= GROOVE
O r CHAtiL 1M A- I~- ta- ~~L RmiddotI HAI- It
I~- = __~___ _
DEVELOPED
middot80 DOUBiIi KEAOEP - --_H HAILS 4 STEaL 4 feRE WAS~ERS -ao c
DETAI b
CORR 51-1e-rs 3J(Hmiddotl PL
FINbull FL~P -
T
I -i 51ZE bull O~PTH of fOOTNC5
VAR amp S TO SUIT SOIL CONDITION 6
toT LESS TH AN 3 FINGPADE
REVISIONS
SECTION-pound J~d~CTIONreg cn 10middot 104 middot (4
ALL eoLT5 ep UtilES O THERWISE
ELEVATION
STRAN STEEL DIVISION GREAT LAKES STEEl CORPORATION
DETROIT MICHGAN
SCAlf HOTGO CuSIOlft $ Ol)[11
I-Cmiddot7112
NOTED
1
Roar PLRN SCALE a-=L-O
=shy
SECTION () gtCRLE ( 1-0
SECTION SCI=lLE SCRLE ~ 1-0
SECTION reg SCl=IlE 310
16
dolMshy OUT TO OJT FGJHClFnION ____ _
or 3ULKHEAD
L
RW-~I T~~ ~W Z()2 ~OClS ~Wle 1 ~RKTS
C
-trCORA SHST 5 CIJ~YEC 10 2O ~R AAOIIJS
~ews ef ac
l~~~O~ILS $Ee
b ~1-------Ly--t~WN~ t-40 ltQ
~
~lASHI~G M~ ~2
r~~ SHEET
A HQLnTE SCREWS
4a~ ) BX 146F1~C COtmt4ollOOS GJAT
pHD Wlltgtlt BOCT C~Rmiddot ~ET
F t- ytOOD SG12e-N amp WITH ampXP 5ol11ElDS
SECTION 12-0
TION ~ ~ middotmiddot O
REVISIONS STRAN STEEl DIVISION
GREAT LAKES STEfl CORPORATiON DETROIT MICHIGAN
SSRR 40xiOO CONVE ION TYPE UTI Ll -L Gmiddot
E 2 A5 NoreD
STUD
28
1a X 31
1 _ - - jUO( __I
~-~ t DS
ACTUAL BETWEEN HEAD TOP CHANNEL OF DOOR
t ~J
HEAD
0 o o C 0
2 lt)
z ~ o
3Ji( ~ RH STOVE BOLT
WEDGE MK Wl0QL OR R
TAB MK Wl0l FINISHED FLOOR
SILL BEYOND OPENING SCALE V FULL SIZE
7------ 4 HO LTTfE se RE S AT Ll
CLEARANCE CHANNEL amp L
4V4 ~ X 3l- x U GA
R W ~20-2 TRUCKS R W 18-31 amp 19-31 BRAC-ltE middot R W 11-31 CENTER BRAC l(fl
1 1
SCALE Y2 FULL SIZE
4 HOLTlTE SCREWS AT EACH STUD -shy-IoIIh---------
FINISHED FLOOR
3-16 GA CHANNEL PLATE
GRADE
GRAPHIC SCALE 2 3 4
I I I Size
2 3 4
I I I
OPENING
r 2 B 2 0 2 0 2 0 2 0 2 8
I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31
-]1 rr-- flUSH puL I _lt l Rt 1ro-l
- r- PADLOCK LA ES
I R W 139 I
I
J 1 -
19 X 31
_ ~ r-~ WEDGE MK HIOOl
-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-
L- fOOR CENTER STOP -- R W 55 GUIDE ROLLER amp
K ~ R W 171 -2 DIAMOND EXPANSION SHIELDDETAIL OR EQUAL FOR Y2 LAG
SC REW OTHER SIDE SAME
INTERIOR ELEVATION SCALE Yz - l middotO I
tROLLER R W I SS
BE lI TACHING
rOM CHAN l
~ L L J L=~ ~
I I I I I I
I
OPENING
__Jil _ 1_
flOOR CENTER STOP RW - 171-2 ~--f =b -~~ Iftlrr--- 2V X 16 F H WOOD SCREWiH~ ilil IUt+--- 122 u S E SCREW ANCHOR 2 L-lLYJ
3E MI( WlOOL amp R DETAIL K EN TO BOTTOM NL WITH 2li SCALE FULL SIZE
UUI CONTRACT ~ = middot 0
STOVE BOLTS
PAINT NOTE PAINT All SURFACES OF DOOR lEAVES 1 (ONE) STANDARD SHOP COAT OF METALLIC PRIMING PAINT BEfORE SHIPMENT SEE BIM FOR SPECIFICATION OF FINISH COAT OF PAINT
NOTE HARDWARE TO BE RICHARD-WILCOX OR EQUAL PADLOCKS ARE NOT FURNISHED UNDER THIS
0 I
I I 17 FULL
0 6 I
lG
5 6
I II
S 6
I I
-00
-BILL OF MATERIAL FOR 1 BUILDI NG Item N o o f Mark Pieces
6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1
1 72
B6 4 Al 4
4L2 L3 8
RC1 20 240 240 100 100
3500
350 3500 3500
3500
100I
PI 26 -
Crate Contents
HD816 American Fork amp Hoe Claw Hammer 1510 Mayhew Steel 101 Screw Drivers 1 x 8 11 Endres Center Punches
I 175 Warren Drift Pins AC1l2 Crescent 12 1 Adjustable Wrenches 21 Sargent 16 oz Plumb Bob 14 Danielson 10 1 Combination Pliers A9 Endres 11 Cold Chisels 236 Stanley 60 1 ZZ Rule ISO Coil 16 Ga Annealed Wire 250 Coil 9 Ga Annealed Wire 24 Warren Wrecking Bar 809 Atkins 26 Hand Saw 274 F E Hand Axe (American Fork amp Hoe) 347N 24 Wood Level Stanley Balls 100 Masons Line Pcs Blue Chalk 2165 Union Hack Saw Frame and 6 Blades 60 Coil Sisal Rope (Bowan amp Allison) B1 Crescent Mastic Guns A110 Crescent 10 Adjustable Wrench
NOTE Tool Kits-5 Tool Kits Required for 8 Buildings
I
Set Erection Instructions Yz l Dia x 8 Anchor Bolts with Nuts and Washes 31 x U61 Splice Plates 08Yzl 6 1 x 13 Ga Channel 0 2 Yzl Angles 2 x 2I x 8 Ga O 10 11 Angles 3 1 x 2 1 X 8 Ga O2 Yzl 3 1 Raft er Clips 1 x 1 Y M ach Bolts with Sq Nuts 1 Cut Steel Washers Yzl x 11 Machine Bolts with Sq Nuts Yzl Cut Steel Washers 14 x 1 Cadmium Plated Sheet Metal Screws P K
Style A 8d Common Nails 8d Double Head Galv Nails Comb Steel and Fibre Washers with 140 Dia Hole
in Center Comb Steel and Fibre Washers with 250 1 Dia Hole
in Center Filshie Nails 6 x 1 x 16 Ga Channel PI 4 2 Lg
-
Item Mark
lOR 10L 11
W100R W100L WI01
L1 T1R TIL Sl S2 S3 S4 S5
T24 T48 P2 P6 P7 P8
N o of Pieces
2 2 2 4
16 4
12 8
2 4
16 2 6 2 2 4
I 8 8
4 2 2 4
20 20
4 2 2 4 4 4 4 4 4 8 4 4 4 8
Crate Contents
BULKHEAD SHEETS (Continued)
26 1 x 102 1 x 26 Ga Galv Corr Sheet 26 1 x 102 1 x 26 Ga Galv Corr Sheet 261 X 136 11 x 26 Ga Galv Corr Sheet 261 x 1261 x 26 Ga Galv Corr Sheet 26 1 x 1241 x 26 Ga Galv Corr Sheet 26 x 56 1 x 26 Ga Galv Corr Sheet 261 x 521 x 26 Ga Galv Corr Sheet 261 x 26 x 26 Ga Galv Corr Sheet
Pro 601 x 12 0 1 Steel Sliding Doors 19 x 31 End Track Brackets 18 x 31 Track Brackets 11 x 31 Center Brackets Pcs 31 Door Track 8 0 1 Long Pro 55 Door Guide Rollers with Lag Screws 171-2 Door Center Floor Stops Pro 20 -2 Door Trucks 16 x 2 Yzl Lg F H Wood Screws 122 USE Screw Anchors 1 ID x 21 Lg for 16 Wood
Screws Diamond Expansion Shields for 11 Lag Screws L 1Ys X 1 x 12 Ga x 0 6 (Door Wedge) L 1Ysl X x 12 Ga x 06 1 (Door Wedge) 2 x 12 Ga Door Tab 3 1 Long U61 x 11 R Hd Stove Bolts with Sq Nuts 1 Cut Steel Washers
BULKHEAD FRAMING
Angles 3 1 x 3 1 x 14 Ga Brace 8 3 74 Channels 4 741 x 3 1 X 11 14 Ga Girt 15 10 Channels 4 741 x 3 1 X 11 14 Ga Girt 15101 3 1 x 16 Ga SS Studs 1110 1 3 x 16 Ga SS Studs 15 10 3 x 16 Ga SS Studs 183 1 3 x 16 Ga SS Studs 19O Ys 3 1 x 16 Ga SS Studs 7 10 741 Half Stud Trimmers l11 Yz Half Stud Trimmers 3 11 Yz 3 x 1 x 16 Ga Channel PI 140 Long 6 1 x 1 x 13 Ga Channel 4 5 3 x 16 Ga Channel PI 11 11 1 3 x 16 Ga Channel PI 11 11
PR1
R1
R1
2R 2L 3R 3L 4R 4L 5R 5L 6R 6L 7R 7L 8R 8L 9R 9L
60 2~1f x 18 Ga Purlins 191l Ys
20 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
19 I 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
92 II 2771 x 92 x 24 Ga Corr Galv Sheets (Curved) Curved to 20 6 Rad Inside
5 Crates Reqd
BULKHEAD SHEETS
2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 54Yz x 26 Ga Galv Corr Sheet 2 26 x 54 Yz x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 G a Galv Corr Sheet 2 26 x 132 x 26 Ga Galv Corr Sheet 2 26 x 132 x 26 G a Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 89 y~ x 26 Ga Galv Corr Sheet 2 26 x 8971 x 26 Ga Galv Corr Sheet
II T3 B3
JR3 JL3
II S3 SB2
F2 F3
II
II
II
II
8 Window Sash 8 Window Heads 8 Window Sills 8 Window Jambs 8 Window Jambs
32 Splice Plates 8
160 Stay Bars 10 x 3i R H Type Z Parker Kalon Sht
Screws 8 8shy 32 x Ys RHMS
10 671 x 28 Ga Galv Flashing 54 28 3 71 x 5Ys x 28 Ga Galv Flashing (Curved) 64
1 5 Gal Can Mastic 1 5 Gal Can Paint 1 4 Wide Paint Brush
44 271 Corr Asphalt Strip 2 Wide 24 Lg
2 Metal Louvres Complete with Frame 2
28 24 Ga Sill FlashingY6 x 1 Stove Bolts with Nut amp Washer
10 x 71 Stove Bolts with Nut amp Washer 8 14 x Sheet Metal Screws Type A
104 I Splice Plates 5 x x 12 Ga x 21
Metal
DAPTATION E 0 SE UENCE
BULKHEAD FRAMING
ASSEMBLE FRAME U lATIONS
BULKHEAD SHEETS
1 Foundations Layout building SE~ E_ _
pour concrete Place channel plates
ROOFING SHEETS
COMPLETED BUILDING
2 Columns Girders and Struts
terior columns and beams bulkhead studs S4 =~ - - -- r
and T48 install rod and knee bracing P lu- b - ~-
standing columns (See pages 222324 an shy
3 Ribs and Purlins Assemble and raisE -shy
pages 26 and 27)
- _- 4 Bulkheads Assemble remainder - - shy
steel studs and girts hang doors imta
gated metal sheets louvres and fias h ~
5 Exterior Covering Insta ll g bull bull -- gt
sheets to purlins (See pages 30 a ~
ADAPTATION
FOUNDATION
1002
OUT TO
~ ~
b t
l 0 M 0 h b M
E ~
~ ~
~
~
I 0 ~
middot~ ~
~ 0 blt0
~
0 0 LL LL c-~0 0shy
Jgtgt 0 0
I
0shy ~ 0shy
rgt 0 gt
~ ~
Jgt
middot gt ~ middot ~ gt ~ 0shy
~ gt
~ ~
b
middot 0 0 M
b
~ ~
4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6
J1~i6f
~ ~ i shy
1 PI PI PI PI PI PI
r--- 1-shy
PLAN IS N SYMMETRICAL shy ABOUT ~
I -oT ~ 0
O-l--shy1
l shy r~- _ shy - shy - --shy -- shy1-
~
1 0 0
1 0
r~ rE---shy -shy _ bullbull _ -
Irl L - shy
~ CONCRETE FLOOR SLAB
0 0
~
r01 r~ L-l t~
I oT
201 200 100
0+ ~
(
I
~ PLAN IS SYMMETRICAL
ABOUT tf
~i~6 PI PI PI PI PI PI shy
4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6
3 6 46
PI
I
PI
3 6 4 6
ONE HALF FOUNDATION AND ANCHOR BOLT
OUT OF FOUNDATION
PLAN OTHER HALF SIMILAR EXCEPT OPPOSITE HAND
COL 14K C-I _____ _ 8~
h DIA x 8 ANCHOR gt-__ BOUS srI) MKG ~___ - ~
_~--~-~ -[-f---shy
---t-- ~ rth_~-COLUMN BASE - I~ AI( P4
DETAIL AT COLUMN BASE
DETAIL AT CORNER SHOWING PL ATES AND FIRST RIB
CHANNEL PLATE
PLATE AND ANCHOR BOLT
20
TION
ATION
CORNER DETAIL
FOUNDATIONS IN PLACE
a A Level the site =
rately to dimensior s 5-~
Excavate for wa S-
anchor bolts noting tha c ~- _
above finished floor line 2 - - - -- --
gineer in charge of erect -shy
suit local soil conditio-5
improperly set cut ne
torch or cold chisel
B Level the plates s-
When plates are true ~ _ -= =
with lean cement lO -~- ~-=- unit for details not sf - -- - shy
--
ADAPTATION COLUMNS GIRDERS AND STRUTS
COLUMNS AND GIRDERS SHOWING ORDER OF ERECTION bull
3 middot DIA STITCH BC middotS
STAGGERED
OPEN HOLES
bull ------
0
DETAIL AT COLUMN BASE
DJ G s 1S
22
=
ADAPTATION
COLUMNS GIoJLOIImiddot
C Next assemble the be - - DETAIL 2
erect in the same way ins~
ing N 1 This frame wi -
bull installing the four rib Seuro bullbull shy
wood staging can be no ~
in the manner just ot ~-= -
DETAIL 1
n A Assemble columns gin-=_
y e sections) on the grour
-
shy
tion in the building Boi
gether with 314 x I1jz stitch bo
one open hole opposite each bo
B Build wooden staging simi ashy
drawings Then assemble on - - r
~
-~___=O
_ _
marked A on drawing comple euro
column caps and bases knee b r aeshy
angles and bent plates for rib
bent into position brace and
bolts
RIBS AND GIRDERS
ADAPTATION
COLUMNS GIRDERS AND STRUTS
DETAIL 4 DETAIL 3
Ys SQ NUTS
W ASHERS FOR TIE RODSDETAIL OF TIE RODS
24 DETAIL SHOWING ANGLE CONNECTION
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
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fl
6 11bull
kil ( bull
A
111
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11bull
bull- A
~ 11
1
Ll f
-
-
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-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
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~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
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shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
BASIC UNIT
SCAFFOLDING
SUGGESTED METHOD OF BUILDING ERECTION STAGING
12
Ie UNIT
ERECTOR
Organization The erection of the SSAR Utility Buildin~
ation follows another-if the operations are done in sequence ~
to get off to the right start by being careful to get the channe ~
the starting ribs plumb Likewise the bulkhead framing must be sq
and corrugated iron will fit and so the doors will operate
A logical division of personnel is into crews for (1) setting the char
(3) framing the bulkhead and (4) applying the covering
The instructions give each operation complete in its proper order it
however to finish an operation throughout the entire building before the ~
time can be saved by having the crews working on their respective port
taneously for example the rib crew can be assembling ribs and the
assembling the bulkhead framing while the channels are being laid Th
ribs from the end have been raised plumbed and braced the bulkhead c shy
position while the erection staging is still near the end of the building T
corrugated iron covering can begin their work after the first bulkhead is ra
should follow closely behind that of the crew raising the remainder of the ~
bulkhead crew should assemble the other bulkhead framing and have it read
the last rib is in position
Hints If any of the steel members have become damaged in shipment
straighten them is by placing the bent part over a crate or sawhorse and h
down on each end The hardest way to straighten is by using a hammer
There is a trick to opening the banded crates When this is known and used re t
can be saved Take one of the screwdrivers furnished for assembling the fra rrlt=
under steel band about an inch or inch-and-half Turn the screwdriver about e
an eighth turn This brings the sharp edge of the screwdriver in contact with c
quickly This motion cuts the band rather than breaking it W hen the knack _
driver is lea rned opening the crates is an easy job Open crates carefully so lum ~ shy
in building erection staging
)
T he importance of using the right nails screws and attachments cannot be too __
Follow the instructions closely in this regard
Tools A complete set of necessary tools is furnished for erecting the complet e -~~-4=shy
should be supplied to the men who will use them If there are many buildings te bull _ ---shy
location the best scheme is to open all the boxes containing tools and pool the~
tool check
T ake good care of t he tools
BASIC UNIT
WORKING D RA WI NGS
The drawings reproduced on the following pages
are the working drawings from which the basic
building was manufactured On these drawings
all the parts necessary to assemble the building appear
along with their piece markings These drawings should
be studied in conjunction with the erection instructions
and illustrations appearing in other parts of the book
When so used they will help the erector understand
the entire building and see the reason for each sucshy
cessive operation We caution the erector not to cut
or repunch any part without first making sure that
cutting or punching is necessary as each member was
fabricated to fit into its respective position in the buildshy
ing without additional cutting etc
14
zt pUU~ PRO 7 2~ PUUH PR1_7 21f~ PURLIN ~ PP1 ) zo u_ bull 1 -- ~- ~~
i- shyI - shy
1
4
J 0ltgt
I cO ir 00
Il ~ 0 ~
III
a ~ ~I 00
0
~ ~
00 I
1
I I
0
-~
1-1
D D~ 00 - J I I
00 bull bullI
I
II ~-~ - ~00 -
I I I00 00 00 IIgt
n
bull bull - ~E_o0 0000
I I middot~ I
Do Do 00
Do I 0 -- I 00
tS Rlf SPACE S 4O~_ 1000 T 100-Z OUT TO OUT of FOUN OAT I O N -
-
-I
PLANKOOF
____-00- lt_ ___ _ _____ __ __ _ _ _
~ ~I
A - fi~
I II ~ 0
~ p shy --
0 ~ CQ NiTR UCTIO N
0 I
0middot
N shy
~t----
~I--==II
Q -
9j
~ 0 - ~ 0 ~ ~ -shy~I
~ ~I PI
~ t-
P I p
I P
TI I
L I -
I II
i I
~
~ 4 1~I-I I CK cONc REiE FLOOR SLAe - o-r OTuEJgt
~ W IJlE M E~H ltD lt0 GGA BY o 1I-E R50 f R 40 00 5HO P BVILD I N F ONLy
r- CON 5 TRUCT I OIW rOI NT --shy
~
P I
---L
I p p PI IP I P I PI I A- ~~ltiAltO+2~14vltD~~+ltc- A~ 3J 4lt0 3~l~~4 3ltOshy ~ 4 shy _
~________ _______~OO~C~Z~~O~U~~T~O~O~U~T ~Q~~~F~O~U~~~D~AT~I~O~NL__ _______________
F OUN DATION amp ANCHOR OOLT PLAN
r i~ 5 - 1 - lt a iC _shy -~ - IC
-= shyDETAIL PI AN - shy
Rw tI~1 TPAC)oIltbull 3 L ampHG TH~ 8-0
R - w ampRACKIiT ~19~
PLAN OF TRAC~ EJRACK ET5
R
s
PlI
( I lt0 0
lt ii) J ~
I bull 1-1shy
gtshy ~z lt I h
H4 1 Tmiddot
I middot Pi~ J~
p
ELEVATION OF bULKHEAD FRAMI NG
fiSECTION ~
G CURvED RIIgt
~
~
scAl-E 4 oa lO
bEN 0 FLANGE~ o f PG
~ ( AROUND FLANCe OF RIamp I ~ R I NAIL TO NAILING
coamiddot 13GACHAHL FG 2= GROOVE
O r CHAtiL 1M A- I~- ta- ~~L RmiddotI HAI- It
I~- = __~___ _
DEVELOPED
middot80 DOUBiIi KEAOEP - --_H HAILS 4 STEaL 4 feRE WAS~ERS -ao c
DETAI b
CORR 51-1e-rs 3J(Hmiddotl PL
FINbull FL~P -
T
I -i 51ZE bull O~PTH of fOOTNC5
VAR amp S TO SUIT SOIL CONDITION 6
toT LESS TH AN 3 FINGPADE
REVISIONS
SECTION-pound J~d~CTIONreg cn 10middot 104 middot (4
ALL eoLT5 ep UtilES O THERWISE
ELEVATION
STRAN STEEL DIVISION GREAT LAKES STEEl CORPORATION
DETROIT MICHGAN
SCAlf HOTGO CuSIOlft $ Ol)[11
I-Cmiddot7112
NOTED
1
Roar PLRN SCALE a-=L-O
=shy
SECTION () gtCRLE ( 1-0
SECTION SCI=lLE SCRLE ~ 1-0
SECTION reg SCl=IlE 310
16
dolMshy OUT TO OJT FGJHClFnION ____ _
or 3ULKHEAD
L
RW-~I T~~ ~W Z()2 ~OClS ~Wle 1 ~RKTS
C
-trCORA SHST 5 CIJ~YEC 10 2O ~R AAOIIJS
~ews ef ac
l~~~O~ILS $Ee
b ~1-------Ly--t~WN~ t-40 ltQ
~
~lASHI~G M~ ~2
r~~ SHEET
A HQLnTE SCREWS
4a~ ) BX 146F1~C COtmt4ollOOS GJAT
pHD Wlltgtlt BOCT C~Rmiddot ~ET
F t- ytOOD SG12e-N amp WITH ampXP 5ol11ElDS
SECTION 12-0
TION ~ ~ middotmiddot O
REVISIONS STRAN STEEl DIVISION
GREAT LAKES STEfl CORPORATiON DETROIT MICHIGAN
SSRR 40xiOO CONVE ION TYPE UTI Ll -L Gmiddot
E 2 A5 NoreD
STUD
28
1a X 31
1 _ - - jUO( __I
~-~ t DS
ACTUAL BETWEEN HEAD TOP CHANNEL OF DOOR
t ~J
HEAD
0 o o C 0
2 lt)
z ~ o
3Ji( ~ RH STOVE BOLT
WEDGE MK Wl0QL OR R
TAB MK Wl0l FINISHED FLOOR
SILL BEYOND OPENING SCALE V FULL SIZE
7------ 4 HO LTTfE se RE S AT Ll
CLEARANCE CHANNEL amp L
4V4 ~ X 3l- x U GA
R W ~20-2 TRUCKS R W 18-31 amp 19-31 BRAC-ltE middot R W 11-31 CENTER BRAC l(fl
1 1
SCALE Y2 FULL SIZE
4 HOLTlTE SCREWS AT EACH STUD -shy-IoIIh---------
FINISHED FLOOR
3-16 GA CHANNEL PLATE
GRADE
GRAPHIC SCALE 2 3 4
I I I Size
2 3 4
I I I
OPENING
r 2 B 2 0 2 0 2 0 2 0 2 8
I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31
-]1 rr-- flUSH puL I _lt l Rt 1ro-l
- r- PADLOCK LA ES
I R W 139 I
I
J 1 -
19 X 31
_ ~ r-~ WEDGE MK HIOOl
-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-
L- fOOR CENTER STOP -- R W 55 GUIDE ROLLER amp
K ~ R W 171 -2 DIAMOND EXPANSION SHIELDDETAIL OR EQUAL FOR Y2 LAG
SC REW OTHER SIDE SAME
INTERIOR ELEVATION SCALE Yz - l middotO I
tROLLER R W I SS
BE lI TACHING
rOM CHAN l
~ L L J L=~ ~
I I I I I I
I
OPENING
__Jil _ 1_
flOOR CENTER STOP RW - 171-2 ~--f =b -~~ Iftlrr--- 2V X 16 F H WOOD SCREWiH~ ilil IUt+--- 122 u S E SCREW ANCHOR 2 L-lLYJ
3E MI( WlOOL amp R DETAIL K EN TO BOTTOM NL WITH 2li SCALE FULL SIZE
UUI CONTRACT ~ = middot 0
STOVE BOLTS
PAINT NOTE PAINT All SURFACES OF DOOR lEAVES 1 (ONE) STANDARD SHOP COAT OF METALLIC PRIMING PAINT BEfORE SHIPMENT SEE BIM FOR SPECIFICATION OF FINISH COAT OF PAINT
NOTE HARDWARE TO BE RICHARD-WILCOX OR EQUAL PADLOCKS ARE NOT FURNISHED UNDER THIS
0 I
I I 17 FULL
0 6 I
lG
5 6
I II
S 6
I I
-00
-BILL OF MATERIAL FOR 1 BUILDI NG Item N o o f Mark Pieces
6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1
1 72
B6 4 Al 4
4L2 L3 8
RC1 20 240 240 100 100
3500
350 3500 3500
3500
100I
PI 26 -
Crate Contents
HD816 American Fork amp Hoe Claw Hammer 1510 Mayhew Steel 101 Screw Drivers 1 x 8 11 Endres Center Punches
I 175 Warren Drift Pins AC1l2 Crescent 12 1 Adjustable Wrenches 21 Sargent 16 oz Plumb Bob 14 Danielson 10 1 Combination Pliers A9 Endres 11 Cold Chisels 236 Stanley 60 1 ZZ Rule ISO Coil 16 Ga Annealed Wire 250 Coil 9 Ga Annealed Wire 24 Warren Wrecking Bar 809 Atkins 26 Hand Saw 274 F E Hand Axe (American Fork amp Hoe) 347N 24 Wood Level Stanley Balls 100 Masons Line Pcs Blue Chalk 2165 Union Hack Saw Frame and 6 Blades 60 Coil Sisal Rope (Bowan amp Allison) B1 Crescent Mastic Guns A110 Crescent 10 Adjustable Wrench
NOTE Tool Kits-5 Tool Kits Required for 8 Buildings
I
Set Erection Instructions Yz l Dia x 8 Anchor Bolts with Nuts and Washes 31 x U61 Splice Plates 08Yzl 6 1 x 13 Ga Channel 0 2 Yzl Angles 2 x 2I x 8 Ga O 10 11 Angles 3 1 x 2 1 X 8 Ga O2 Yzl 3 1 Raft er Clips 1 x 1 Y M ach Bolts with Sq Nuts 1 Cut Steel Washers Yzl x 11 Machine Bolts with Sq Nuts Yzl Cut Steel Washers 14 x 1 Cadmium Plated Sheet Metal Screws P K
Style A 8d Common Nails 8d Double Head Galv Nails Comb Steel and Fibre Washers with 140 Dia Hole
in Center Comb Steel and Fibre Washers with 250 1 Dia Hole
in Center Filshie Nails 6 x 1 x 16 Ga Channel PI 4 2 Lg
-
Item Mark
lOR 10L 11
W100R W100L WI01
L1 T1R TIL Sl S2 S3 S4 S5
T24 T48 P2 P6 P7 P8
N o of Pieces
2 2 2 4
16 4
12 8
2 4
16 2 6 2 2 4
I 8 8
4 2 2 4
20 20
4 2 2 4 4 4 4 4 4 8 4 4 4 8
Crate Contents
BULKHEAD SHEETS (Continued)
26 1 x 102 1 x 26 Ga Galv Corr Sheet 26 1 x 102 1 x 26 Ga Galv Corr Sheet 261 X 136 11 x 26 Ga Galv Corr Sheet 261 x 1261 x 26 Ga Galv Corr Sheet 26 1 x 1241 x 26 Ga Galv Corr Sheet 26 x 56 1 x 26 Ga Galv Corr Sheet 261 x 521 x 26 Ga Galv Corr Sheet 261 x 26 x 26 Ga Galv Corr Sheet
Pro 601 x 12 0 1 Steel Sliding Doors 19 x 31 End Track Brackets 18 x 31 Track Brackets 11 x 31 Center Brackets Pcs 31 Door Track 8 0 1 Long Pro 55 Door Guide Rollers with Lag Screws 171-2 Door Center Floor Stops Pro 20 -2 Door Trucks 16 x 2 Yzl Lg F H Wood Screws 122 USE Screw Anchors 1 ID x 21 Lg for 16 Wood
Screws Diamond Expansion Shields for 11 Lag Screws L 1Ys X 1 x 12 Ga x 0 6 (Door Wedge) L 1Ysl X x 12 Ga x 06 1 (Door Wedge) 2 x 12 Ga Door Tab 3 1 Long U61 x 11 R Hd Stove Bolts with Sq Nuts 1 Cut Steel Washers
BULKHEAD FRAMING
Angles 3 1 x 3 1 x 14 Ga Brace 8 3 74 Channels 4 741 x 3 1 X 11 14 Ga Girt 15 10 Channels 4 741 x 3 1 X 11 14 Ga Girt 15101 3 1 x 16 Ga SS Studs 1110 1 3 x 16 Ga SS Studs 15 10 3 x 16 Ga SS Studs 183 1 3 x 16 Ga SS Studs 19O Ys 3 1 x 16 Ga SS Studs 7 10 741 Half Stud Trimmers l11 Yz Half Stud Trimmers 3 11 Yz 3 x 1 x 16 Ga Channel PI 140 Long 6 1 x 1 x 13 Ga Channel 4 5 3 x 16 Ga Channel PI 11 11 1 3 x 16 Ga Channel PI 11 11
PR1
R1
R1
2R 2L 3R 3L 4R 4L 5R 5L 6R 6L 7R 7L 8R 8L 9R 9L
60 2~1f x 18 Ga Purlins 191l Ys
20 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
19 I 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
92 II 2771 x 92 x 24 Ga Corr Galv Sheets (Curved) Curved to 20 6 Rad Inside
5 Crates Reqd
BULKHEAD SHEETS
2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 54Yz x 26 Ga Galv Corr Sheet 2 26 x 54 Yz x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 G a Galv Corr Sheet 2 26 x 132 x 26 Ga Galv Corr Sheet 2 26 x 132 x 26 G a Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 89 y~ x 26 Ga Galv Corr Sheet 2 26 x 8971 x 26 Ga Galv Corr Sheet
II T3 B3
JR3 JL3
II S3 SB2
F2 F3
II
II
II
II
8 Window Sash 8 Window Heads 8 Window Sills 8 Window Jambs 8 Window Jambs
32 Splice Plates 8
160 Stay Bars 10 x 3i R H Type Z Parker Kalon Sht
Screws 8 8shy 32 x Ys RHMS
10 671 x 28 Ga Galv Flashing 54 28 3 71 x 5Ys x 28 Ga Galv Flashing (Curved) 64
1 5 Gal Can Mastic 1 5 Gal Can Paint 1 4 Wide Paint Brush
44 271 Corr Asphalt Strip 2 Wide 24 Lg
2 Metal Louvres Complete with Frame 2
28 24 Ga Sill FlashingY6 x 1 Stove Bolts with Nut amp Washer
10 x 71 Stove Bolts with Nut amp Washer 8 14 x Sheet Metal Screws Type A
104 I Splice Plates 5 x x 12 Ga x 21
Metal
DAPTATION E 0 SE UENCE
BULKHEAD FRAMING
ASSEMBLE FRAME U lATIONS
BULKHEAD SHEETS
1 Foundations Layout building SE~ E_ _
pour concrete Place channel plates
ROOFING SHEETS
COMPLETED BUILDING
2 Columns Girders and Struts
terior columns and beams bulkhead studs S4 =~ - - -- r
and T48 install rod and knee bracing P lu- b - ~-
standing columns (See pages 222324 an shy
3 Ribs and Purlins Assemble and raisE -shy
pages 26 and 27)
- _- 4 Bulkheads Assemble remainder - - shy
steel studs and girts hang doors imta
gated metal sheets louvres and fias h ~
5 Exterior Covering Insta ll g bull bull -- gt
sheets to purlins (See pages 30 a ~
ADAPTATION
FOUNDATION
1002
OUT TO
~ ~
b t
l 0 M 0 h b M
E ~
~ ~
~
~
I 0 ~
middot~ ~
~ 0 blt0
~
0 0 LL LL c-~0 0shy
Jgtgt 0 0
I
0shy ~ 0shy
rgt 0 gt
~ ~
Jgt
middot gt ~ middot ~ gt ~ 0shy
~ gt
~ ~
b
middot 0 0 M
b
~ ~
4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6
J1~i6f
~ ~ i shy
1 PI PI PI PI PI PI
r--- 1-shy
PLAN IS N SYMMETRICAL shy ABOUT ~
I -oT ~ 0
O-l--shy1
l shy r~- _ shy - shy - --shy -- shy1-
~
1 0 0
1 0
r~ rE---shy -shy _ bullbull _ -
Irl L - shy
~ CONCRETE FLOOR SLAB
0 0
~
r01 r~ L-l t~
I oT
201 200 100
0+ ~
(
I
~ PLAN IS SYMMETRICAL
ABOUT tf
~i~6 PI PI PI PI PI PI shy
4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6
3 6 46
PI
I
PI
3 6 4 6
ONE HALF FOUNDATION AND ANCHOR BOLT
OUT OF FOUNDATION
PLAN OTHER HALF SIMILAR EXCEPT OPPOSITE HAND
COL 14K C-I _____ _ 8~
h DIA x 8 ANCHOR gt-__ BOUS srI) MKG ~___ - ~
_~--~-~ -[-f---shy
---t-- ~ rth_~-COLUMN BASE - I~ AI( P4
DETAIL AT COLUMN BASE
DETAIL AT CORNER SHOWING PL ATES AND FIRST RIB
CHANNEL PLATE
PLATE AND ANCHOR BOLT
20
TION
ATION
CORNER DETAIL
FOUNDATIONS IN PLACE
a A Level the site =
rately to dimensior s 5-~
Excavate for wa S-
anchor bolts noting tha c ~- _
above finished floor line 2 - - - -- --
gineer in charge of erect -shy
suit local soil conditio-5
improperly set cut ne
torch or cold chisel
B Level the plates s-
When plates are true ~ _ -= =
with lean cement lO -~- ~-=- unit for details not sf - -- - shy
--
ADAPTATION COLUMNS GIRDERS AND STRUTS
COLUMNS AND GIRDERS SHOWING ORDER OF ERECTION bull
3 middot DIA STITCH BC middotS
STAGGERED
OPEN HOLES
bull ------
0
DETAIL AT COLUMN BASE
DJ G s 1S
22
=
ADAPTATION
COLUMNS GIoJLOIImiddot
C Next assemble the be - - DETAIL 2
erect in the same way ins~
ing N 1 This frame wi -
bull installing the four rib Seuro bullbull shy
wood staging can be no ~
in the manner just ot ~-= -
DETAIL 1
n A Assemble columns gin-=_
y e sections) on the grour
-
shy
tion in the building Boi
gether with 314 x I1jz stitch bo
one open hole opposite each bo
B Build wooden staging simi ashy
drawings Then assemble on - - r
~
-~___=O
_ _
marked A on drawing comple euro
column caps and bases knee b r aeshy
angles and bent plates for rib
bent into position brace and
bolts
RIBS AND GIRDERS
ADAPTATION
COLUMNS GIRDERS AND STRUTS
DETAIL 4 DETAIL 3
Ys SQ NUTS
W ASHERS FOR TIE RODSDETAIL OF TIE RODS
24 DETAIL SHOWING ANGLE CONNECTION
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
Ie UNIT
ERECTOR
Organization The erection of the SSAR Utility Buildin~
ation follows another-if the operations are done in sequence ~
to get off to the right start by being careful to get the channe ~
the starting ribs plumb Likewise the bulkhead framing must be sq
and corrugated iron will fit and so the doors will operate
A logical division of personnel is into crews for (1) setting the char
(3) framing the bulkhead and (4) applying the covering
The instructions give each operation complete in its proper order it
however to finish an operation throughout the entire building before the ~
time can be saved by having the crews working on their respective port
taneously for example the rib crew can be assembling ribs and the
assembling the bulkhead framing while the channels are being laid Th
ribs from the end have been raised plumbed and braced the bulkhead c shy
position while the erection staging is still near the end of the building T
corrugated iron covering can begin their work after the first bulkhead is ra
should follow closely behind that of the crew raising the remainder of the ~
bulkhead crew should assemble the other bulkhead framing and have it read
the last rib is in position
Hints If any of the steel members have become damaged in shipment
straighten them is by placing the bent part over a crate or sawhorse and h
down on each end The hardest way to straighten is by using a hammer
There is a trick to opening the banded crates When this is known and used re t
can be saved Take one of the screwdrivers furnished for assembling the fra rrlt=
under steel band about an inch or inch-and-half Turn the screwdriver about e
an eighth turn This brings the sharp edge of the screwdriver in contact with c
quickly This motion cuts the band rather than breaking it W hen the knack _
driver is lea rned opening the crates is an easy job Open crates carefully so lum ~ shy
in building erection staging
)
T he importance of using the right nails screws and attachments cannot be too __
Follow the instructions closely in this regard
Tools A complete set of necessary tools is furnished for erecting the complet e -~~-4=shy
should be supplied to the men who will use them If there are many buildings te bull _ ---shy
location the best scheme is to open all the boxes containing tools and pool the~
tool check
T ake good care of t he tools
BASIC UNIT
WORKING D RA WI NGS
The drawings reproduced on the following pages
are the working drawings from which the basic
building was manufactured On these drawings
all the parts necessary to assemble the building appear
along with their piece markings These drawings should
be studied in conjunction with the erection instructions
and illustrations appearing in other parts of the book
When so used they will help the erector understand
the entire building and see the reason for each sucshy
cessive operation We caution the erector not to cut
or repunch any part without first making sure that
cutting or punching is necessary as each member was
fabricated to fit into its respective position in the buildshy
ing without additional cutting etc
14
zt pUU~ PRO 7 2~ PUUH PR1_7 21f~ PURLIN ~ PP1 ) zo u_ bull 1 -- ~- ~~
i- shyI - shy
1
4
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Il ~ 0 ~
III
a ~ ~I 00
0
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00 I
1
I I
0
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1-1
D D~ 00 - J I I
00 bull bullI
I
II ~-~ - ~00 -
I I I00 00 00 IIgt
n
bull bull - ~E_o0 0000
I I middot~ I
Do Do 00
Do I 0 -- I 00
tS Rlf SPACE S 4O~_ 1000 T 100-Z OUT TO OUT of FOUN OAT I O N -
-
-I
PLANKOOF
____-00- lt_ ___ _ _____ __ __ _ _ _
~ ~I
A - fi~
I II ~ 0
~ p shy --
0 ~ CQ NiTR UCTIO N
0 I
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N shy
~t----
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P I p
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TI I
L I -
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i I
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~ 4 1~I-I I CK cONc REiE FLOOR SLAe - o-r OTuEJgt
~ W IJlE M E~H ltD lt0 GGA BY o 1I-E R50 f R 40 00 5HO P BVILD I N F ONLy
r- CON 5 TRUCT I OIW rOI NT --shy
~
P I
---L
I p p PI IP I P I PI I A- ~~ltiAltO+2~14vltD~~+ltc- A~ 3J 4lt0 3~l~~4 3ltOshy ~ 4 shy _
~________ _______~OO~C~Z~~O~U~~T~O~O~U~T ~Q~~~F~O~U~~~D~AT~I~O~NL__ _______________
F OUN DATION amp ANCHOR OOLT PLAN
r i~ 5 - 1 - lt a iC _shy -~ - IC
-= shyDETAIL PI AN - shy
Rw tI~1 TPAC)oIltbull 3 L ampHG TH~ 8-0
R - w ampRACKIiT ~19~
PLAN OF TRAC~ EJRACK ET5
R
s
PlI
( I lt0 0
lt ii) J ~
I bull 1-1shy
gtshy ~z lt I h
H4 1 Tmiddot
I middot Pi~ J~
p
ELEVATION OF bULKHEAD FRAMI NG
fiSECTION ~
G CURvED RIIgt
~
~
scAl-E 4 oa lO
bEN 0 FLANGE~ o f PG
~ ( AROUND FLANCe OF RIamp I ~ R I NAIL TO NAILING
coamiddot 13GACHAHL FG 2= GROOVE
O r CHAtiL 1M A- I~- ta- ~~L RmiddotI HAI- It
I~- = __~___ _
DEVELOPED
middot80 DOUBiIi KEAOEP - --_H HAILS 4 STEaL 4 feRE WAS~ERS -ao c
DETAI b
CORR 51-1e-rs 3J(Hmiddotl PL
FINbull FL~P -
T
I -i 51ZE bull O~PTH of fOOTNC5
VAR amp S TO SUIT SOIL CONDITION 6
toT LESS TH AN 3 FINGPADE
REVISIONS
SECTION-pound J~d~CTIONreg cn 10middot 104 middot (4
ALL eoLT5 ep UtilES O THERWISE
ELEVATION
STRAN STEEL DIVISION GREAT LAKES STEEl CORPORATION
DETROIT MICHGAN
SCAlf HOTGO CuSIOlft $ Ol)[11
I-Cmiddot7112
NOTED
1
Roar PLRN SCALE a-=L-O
=shy
SECTION () gtCRLE ( 1-0
SECTION SCI=lLE SCRLE ~ 1-0
SECTION reg SCl=IlE 310
16
dolMshy OUT TO OJT FGJHClFnION ____ _
or 3ULKHEAD
L
RW-~I T~~ ~W Z()2 ~OClS ~Wle 1 ~RKTS
C
-trCORA SHST 5 CIJ~YEC 10 2O ~R AAOIIJS
~ews ef ac
l~~~O~ILS $Ee
b ~1-------Ly--t~WN~ t-40 ltQ
~
~lASHI~G M~ ~2
r~~ SHEET
A HQLnTE SCREWS
4a~ ) BX 146F1~C COtmt4ollOOS GJAT
pHD Wlltgtlt BOCT C~Rmiddot ~ET
F t- ytOOD SG12e-N amp WITH ampXP 5ol11ElDS
SECTION 12-0
TION ~ ~ middotmiddot O
REVISIONS STRAN STEEl DIVISION
GREAT LAKES STEfl CORPORATiON DETROIT MICHIGAN
SSRR 40xiOO CONVE ION TYPE UTI Ll -L Gmiddot
E 2 A5 NoreD
STUD
28
1a X 31
1 _ - - jUO( __I
~-~ t DS
ACTUAL BETWEEN HEAD TOP CHANNEL OF DOOR
t ~J
HEAD
0 o o C 0
2 lt)
z ~ o
3Ji( ~ RH STOVE BOLT
WEDGE MK Wl0QL OR R
TAB MK Wl0l FINISHED FLOOR
SILL BEYOND OPENING SCALE V FULL SIZE
7------ 4 HO LTTfE se RE S AT Ll
CLEARANCE CHANNEL amp L
4V4 ~ X 3l- x U GA
R W ~20-2 TRUCKS R W 18-31 amp 19-31 BRAC-ltE middot R W 11-31 CENTER BRAC l(fl
1 1
SCALE Y2 FULL SIZE
4 HOLTlTE SCREWS AT EACH STUD -shy-IoIIh---------
FINISHED FLOOR
3-16 GA CHANNEL PLATE
GRADE
GRAPHIC SCALE 2 3 4
I I I Size
2 3 4
I I I
OPENING
r 2 B 2 0 2 0 2 0 2 0 2 8
I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31
-]1 rr-- flUSH puL I _lt l Rt 1ro-l
- r- PADLOCK LA ES
I R W 139 I
I
J 1 -
19 X 31
_ ~ r-~ WEDGE MK HIOOl
-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-
L- fOOR CENTER STOP -- R W 55 GUIDE ROLLER amp
K ~ R W 171 -2 DIAMOND EXPANSION SHIELDDETAIL OR EQUAL FOR Y2 LAG
SC REW OTHER SIDE SAME
INTERIOR ELEVATION SCALE Yz - l middotO I
tROLLER R W I SS
BE lI TACHING
rOM CHAN l
~ L L J L=~ ~
I I I I I I
I
OPENING
__Jil _ 1_
flOOR CENTER STOP RW - 171-2 ~--f =b -~~ Iftlrr--- 2V X 16 F H WOOD SCREWiH~ ilil IUt+--- 122 u S E SCREW ANCHOR 2 L-lLYJ
3E MI( WlOOL amp R DETAIL K EN TO BOTTOM NL WITH 2li SCALE FULL SIZE
UUI CONTRACT ~ = middot 0
STOVE BOLTS
PAINT NOTE PAINT All SURFACES OF DOOR lEAVES 1 (ONE) STANDARD SHOP COAT OF METALLIC PRIMING PAINT BEfORE SHIPMENT SEE BIM FOR SPECIFICATION OF FINISH COAT OF PAINT
NOTE HARDWARE TO BE RICHARD-WILCOX OR EQUAL PADLOCKS ARE NOT FURNISHED UNDER THIS
0 I
I I 17 FULL
0 6 I
lG
5 6
I II
S 6
I I
-00
-BILL OF MATERIAL FOR 1 BUILDI NG Item N o o f Mark Pieces
6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1
1 72
B6 4 Al 4
4L2 L3 8
RC1 20 240 240 100 100
3500
350 3500 3500
3500
100I
PI 26 -
Crate Contents
HD816 American Fork amp Hoe Claw Hammer 1510 Mayhew Steel 101 Screw Drivers 1 x 8 11 Endres Center Punches
I 175 Warren Drift Pins AC1l2 Crescent 12 1 Adjustable Wrenches 21 Sargent 16 oz Plumb Bob 14 Danielson 10 1 Combination Pliers A9 Endres 11 Cold Chisels 236 Stanley 60 1 ZZ Rule ISO Coil 16 Ga Annealed Wire 250 Coil 9 Ga Annealed Wire 24 Warren Wrecking Bar 809 Atkins 26 Hand Saw 274 F E Hand Axe (American Fork amp Hoe) 347N 24 Wood Level Stanley Balls 100 Masons Line Pcs Blue Chalk 2165 Union Hack Saw Frame and 6 Blades 60 Coil Sisal Rope (Bowan amp Allison) B1 Crescent Mastic Guns A110 Crescent 10 Adjustable Wrench
NOTE Tool Kits-5 Tool Kits Required for 8 Buildings
I
Set Erection Instructions Yz l Dia x 8 Anchor Bolts with Nuts and Washes 31 x U61 Splice Plates 08Yzl 6 1 x 13 Ga Channel 0 2 Yzl Angles 2 x 2I x 8 Ga O 10 11 Angles 3 1 x 2 1 X 8 Ga O2 Yzl 3 1 Raft er Clips 1 x 1 Y M ach Bolts with Sq Nuts 1 Cut Steel Washers Yzl x 11 Machine Bolts with Sq Nuts Yzl Cut Steel Washers 14 x 1 Cadmium Plated Sheet Metal Screws P K
Style A 8d Common Nails 8d Double Head Galv Nails Comb Steel and Fibre Washers with 140 Dia Hole
in Center Comb Steel and Fibre Washers with 250 1 Dia Hole
in Center Filshie Nails 6 x 1 x 16 Ga Channel PI 4 2 Lg
-
Item Mark
lOR 10L 11
W100R W100L WI01
L1 T1R TIL Sl S2 S3 S4 S5
T24 T48 P2 P6 P7 P8
N o of Pieces
2 2 2 4
16 4
12 8
2 4
16 2 6 2 2 4
I 8 8
4 2 2 4
20 20
4 2 2 4 4 4 4 4 4 8 4 4 4 8
Crate Contents
BULKHEAD SHEETS (Continued)
26 1 x 102 1 x 26 Ga Galv Corr Sheet 26 1 x 102 1 x 26 Ga Galv Corr Sheet 261 X 136 11 x 26 Ga Galv Corr Sheet 261 x 1261 x 26 Ga Galv Corr Sheet 26 1 x 1241 x 26 Ga Galv Corr Sheet 26 x 56 1 x 26 Ga Galv Corr Sheet 261 x 521 x 26 Ga Galv Corr Sheet 261 x 26 x 26 Ga Galv Corr Sheet
Pro 601 x 12 0 1 Steel Sliding Doors 19 x 31 End Track Brackets 18 x 31 Track Brackets 11 x 31 Center Brackets Pcs 31 Door Track 8 0 1 Long Pro 55 Door Guide Rollers with Lag Screws 171-2 Door Center Floor Stops Pro 20 -2 Door Trucks 16 x 2 Yzl Lg F H Wood Screws 122 USE Screw Anchors 1 ID x 21 Lg for 16 Wood
Screws Diamond Expansion Shields for 11 Lag Screws L 1Ys X 1 x 12 Ga x 0 6 (Door Wedge) L 1Ysl X x 12 Ga x 06 1 (Door Wedge) 2 x 12 Ga Door Tab 3 1 Long U61 x 11 R Hd Stove Bolts with Sq Nuts 1 Cut Steel Washers
BULKHEAD FRAMING
Angles 3 1 x 3 1 x 14 Ga Brace 8 3 74 Channels 4 741 x 3 1 X 11 14 Ga Girt 15 10 Channels 4 741 x 3 1 X 11 14 Ga Girt 15101 3 1 x 16 Ga SS Studs 1110 1 3 x 16 Ga SS Studs 15 10 3 x 16 Ga SS Studs 183 1 3 x 16 Ga SS Studs 19O Ys 3 1 x 16 Ga SS Studs 7 10 741 Half Stud Trimmers l11 Yz Half Stud Trimmers 3 11 Yz 3 x 1 x 16 Ga Channel PI 140 Long 6 1 x 1 x 13 Ga Channel 4 5 3 x 16 Ga Channel PI 11 11 1 3 x 16 Ga Channel PI 11 11
PR1
R1
R1
2R 2L 3R 3L 4R 4L 5R 5L 6R 6L 7R 7L 8R 8L 9R 9L
60 2~1f x 18 Ga Purlins 191l Ys
20 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
19 I 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
92 II 2771 x 92 x 24 Ga Corr Galv Sheets (Curved) Curved to 20 6 Rad Inside
5 Crates Reqd
BULKHEAD SHEETS
2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 54Yz x 26 Ga Galv Corr Sheet 2 26 x 54 Yz x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 G a Galv Corr Sheet 2 26 x 132 x 26 Ga Galv Corr Sheet 2 26 x 132 x 26 G a Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 89 y~ x 26 Ga Galv Corr Sheet 2 26 x 8971 x 26 Ga Galv Corr Sheet
II T3 B3
JR3 JL3
II S3 SB2
F2 F3
II
II
II
II
8 Window Sash 8 Window Heads 8 Window Sills 8 Window Jambs 8 Window Jambs
32 Splice Plates 8
160 Stay Bars 10 x 3i R H Type Z Parker Kalon Sht
Screws 8 8shy 32 x Ys RHMS
10 671 x 28 Ga Galv Flashing 54 28 3 71 x 5Ys x 28 Ga Galv Flashing (Curved) 64
1 5 Gal Can Mastic 1 5 Gal Can Paint 1 4 Wide Paint Brush
44 271 Corr Asphalt Strip 2 Wide 24 Lg
2 Metal Louvres Complete with Frame 2
28 24 Ga Sill FlashingY6 x 1 Stove Bolts with Nut amp Washer
10 x 71 Stove Bolts with Nut amp Washer 8 14 x Sheet Metal Screws Type A
104 I Splice Plates 5 x x 12 Ga x 21
Metal
DAPTATION E 0 SE UENCE
BULKHEAD FRAMING
ASSEMBLE FRAME U lATIONS
BULKHEAD SHEETS
1 Foundations Layout building SE~ E_ _
pour concrete Place channel plates
ROOFING SHEETS
COMPLETED BUILDING
2 Columns Girders and Struts
terior columns and beams bulkhead studs S4 =~ - - -- r
and T48 install rod and knee bracing P lu- b - ~-
standing columns (See pages 222324 an shy
3 Ribs and Purlins Assemble and raisE -shy
pages 26 and 27)
- _- 4 Bulkheads Assemble remainder - - shy
steel studs and girts hang doors imta
gated metal sheets louvres and fias h ~
5 Exterior Covering Insta ll g bull bull -- gt
sheets to purlins (See pages 30 a ~
ADAPTATION
FOUNDATION
1002
OUT TO
~ ~
b t
l 0 M 0 h b M
E ~
~ ~
~
~
I 0 ~
middot~ ~
~ 0 blt0
~
0 0 LL LL c-~0 0shy
Jgtgt 0 0
I
0shy ~ 0shy
rgt 0 gt
~ ~
Jgt
middot gt ~ middot ~ gt ~ 0shy
~ gt
~ ~
b
middot 0 0 M
b
~ ~
4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6
J1~i6f
~ ~ i shy
1 PI PI PI PI PI PI
r--- 1-shy
PLAN IS N SYMMETRICAL shy ABOUT ~
I -oT ~ 0
O-l--shy1
l shy r~- _ shy - shy - --shy -- shy1-
~
1 0 0
1 0
r~ rE---shy -shy _ bullbull _ -
Irl L - shy
~ CONCRETE FLOOR SLAB
0 0
~
r01 r~ L-l t~
I oT
201 200 100
0+ ~
(
I
~ PLAN IS SYMMETRICAL
ABOUT tf
~i~6 PI PI PI PI PI PI shy
4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6
3 6 46
PI
I
PI
3 6 4 6
ONE HALF FOUNDATION AND ANCHOR BOLT
OUT OF FOUNDATION
PLAN OTHER HALF SIMILAR EXCEPT OPPOSITE HAND
COL 14K C-I _____ _ 8~
h DIA x 8 ANCHOR gt-__ BOUS srI) MKG ~___ - ~
_~--~-~ -[-f---shy
---t-- ~ rth_~-COLUMN BASE - I~ AI( P4
DETAIL AT COLUMN BASE
DETAIL AT CORNER SHOWING PL ATES AND FIRST RIB
CHANNEL PLATE
PLATE AND ANCHOR BOLT
20
TION
ATION
CORNER DETAIL
FOUNDATIONS IN PLACE
a A Level the site =
rately to dimensior s 5-~
Excavate for wa S-
anchor bolts noting tha c ~- _
above finished floor line 2 - - - -- --
gineer in charge of erect -shy
suit local soil conditio-5
improperly set cut ne
torch or cold chisel
B Level the plates s-
When plates are true ~ _ -= =
with lean cement lO -~- ~-=- unit for details not sf - -- - shy
--
ADAPTATION COLUMNS GIRDERS AND STRUTS
COLUMNS AND GIRDERS SHOWING ORDER OF ERECTION bull
3 middot DIA STITCH BC middotS
STAGGERED
OPEN HOLES
bull ------
0
DETAIL AT COLUMN BASE
DJ G s 1S
22
=
ADAPTATION
COLUMNS GIoJLOIImiddot
C Next assemble the be - - DETAIL 2
erect in the same way ins~
ing N 1 This frame wi -
bull installing the four rib Seuro bullbull shy
wood staging can be no ~
in the manner just ot ~-= -
DETAIL 1
n A Assemble columns gin-=_
y e sections) on the grour
-
shy
tion in the building Boi
gether with 314 x I1jz stitch bo
one open hole opposite each bo
B Build wooden staging simi ashy
drawings Then assemble on - - r
~
-~___=O
_ _
marked A on drawing comple euro
column caps and bases knee b r aeshy
angles and bent plates for rib
bent into position brace and
bolts
RIBS AND GIRDERS
ADAPTATION
COLUMNS GIRDERS AND STRUTS
DETAIL 4 DETAIL 3
Ys SQ NUTS
W ASHERS FOR TIE RODSDETAIL OF TIE RODS
24 DETAIL SHOWING ANGLE CONNECTION
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
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J
w I~
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1-1 bull
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fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
BASIC UNIT
WORKING D RA WI NGS
The drawings reproduced on the following pages
are the working drawings from which the basic
building was manufactured On these drawings
all the parts necessary to assemble the building appear
along with their piece markings These drawings should
be studied in conjunction with the erection instructions
and illustrations appearing in other parts of the book
When so used they will help the erector understand
the entire building and see the reason for each sucshy
cessive operation We caution the erector not to cut
or repunch any part without first making sure that
cutting or punching is necessary as each member was
fabricated to fit into its respective position in the buildshy
ing without additional cutting etc
14
zt pUU~ PRO 7 2~ PUUH PR1_7 21f~ PURLIN ~ PP1 ) zo u_ bull 1 -- ~- ~~
i- shyI - shy
1
4
J 0ltgt
I cO ir 00
Il ~ 0 ~
III
a ~ ~I 00
0
~ ~
00 I
1
I I
0
-~
1-1
D D~ 00 - J I I
00 bull bullI
I
II ~-~ - ~00 -
I I I00 00 00 IIgt
n
bull bull - ~E_o0 0000
I I middot~ I
Do Do 00
Do I 0 -- I 00
tS Rlf SPACE S 4O~_ 1000 T 100-Z OUT TO OUT of FOUN OAT I O N -
-
-I
PLANKOOF
____-00- lt_ ___ _ _____ __ __ _ _ _
~ ~I
A - fi~
I II ~ 0
~ p shy --
0 ~ CQ NiTR UCTIO N
0 I
0middot
N shy
~t----
~I--==II
Q -
9j
~ 0 - ~ 0 ~ ~ -shy~I
~ ~I PI
~ t-
P I p
I P
TI I
L I -
I II
i I
~
~ 4 1~I-I I CK cONc REiE FLOOR SLAe - o-r OTuEJgt
~ W IJlE M E~H ltD lt0 GGA BY o 1I-E R50 f R 40 00 5HO P BVILD I N F ONLy
r- CON 5 TRUCT I OIW rOI NT --shy
~
P I
---L
I p p PI IP I P I PI I A- ~~ltiAltO+2~14vltD~~+ltc- A~ 3J 4lt0 3~l~~4 3ltOshy ~ 4 shy _
~________ _______~OO~C~Z~~O~U~~T~O~O~U~T ~Q~~~F~O~U~~~D~AT~I~O~NL__ _______________
F OUN DATION amp ANCHOR OOLT PLAN
r i~ 5 - 1 - lt a iC _shy -~ - IC
-= shyDETAIL PI AN - shy
Rw tI~1 TPAC)oIltbull 3 L ampHG TH~ 8-0
R - w ampRACKIiT ~19~
PLAN OF TRAC~ EJRACK ET5
R
s
PlI
( I lt0 0
lt ii) J ~
I bull 1-1shy
gtshy ~z lt I h
H4 1 Tmiddot
I middot Pi~ J~
p
ELEVATION OF bULKHEAD FRAMI NG
fiSECTION ~
G CURvED RIIgt
~
~
scAl-E 4 oa lO
bEN 0 FLANGE~ o f PG
~ ( AROUND FLANCe OF RIamp I ~ R I NAIL TO NAILING
coamiddot 13GACHAHL FG 2= GROOVE
O r CHAtiL 1M A- I~- ta- ~~L RmiddotI HAI- It
I~- = __~___ _
DEVELOPED
middot80 DOUBiIi KEAOEP - --_H HAILS 4 STEaL 4 feRE WAS~ERS -ao c
DETAI b
CORR 51-1e-rs 3J(Hmiddotl PL
FINbull FL~P -
T
I -i 51ZE bull O~PTH of fOOTNC5
VAR amp S TO SUIT SOIL CONDITION 6
toT LESS TH AN 3 FINGPADE
REVISIONS
SECTION-pound J~d~CTIONreg cn 10middot 104 middot (4
ALL eoLT5 ep UtilES O THERWISE
ELEVATION
STRAN STEEL DIVISION GREAT LAKES STEEl CORPORATION
DETROIT MICHGAN
SCAlf HOTGO CuSIOlft $ Ol)[11
I-Cmiddot7112
NOTED
1
Roar PLRN SCALE a-=L-O
=shy
SECTION () gtCRLE ( 1-0
SECTION SCI=lLE SCRLE ~ 1-0
SECTION reg SCl=IlE 310
16
dolMshy OUT TO OJT FGJHClFnION ____ _
or 3ULKHEAD
L
RW-~I T~~ ~W Z()2 ~OClS ~Wle 1 ~RKTS
C
-trCORA SHST 5 CIJ~YEC 10 2O ~R AAOIIJS
~ews ef ac
l~~~O~ILS $Ee
b ~1-------Ly--t~WN~ t-40 ltQ
~
~lASHI~G M~ ~2
r~~ SHEET
A HQLnTE SCREWS
4a~ ) BX 146F1~C COtmt4ollOOS GJAT
pHD Wlltgtlt BOCT C~Rmiddot ~ET
F t- ytOOD SG12e-N amp WITH ampXP 5ol11ElDS
SECTION 12-0
TION ~ ~ middotmiddot O
REVISIONS STRAN STEEl DIVISION
GREAT LAKES STEfl CORPORATiON DETROIT MICHIGAN
SSRR 40xiOO CONVE ION TYPE UTI Ll -L Gmiddot
E 2 A5 NoreD
STUD
28
1a X 31
1 _ - - jUO( __I
~-~ t DS
ACTUAL BETWEEN HEAD TOP CHANNEL OF DOOR
t ~J
HEAD
0 o o C 0
2 lt)
z ~ o
3Ji( ~ RH STOVE BOLT
WEDGE MK Wl0QL OR R
TAB MK Wl0l FINISHED FLOOR
SILL BEYOND OPENING SCALE V FULL SIZE
7------ 4 HO LTTfE se RE S AT Ll
CLEARANCE CHANNEL amp L
4V4 ~ X 3l- x U GA
R W ~20-2 TRUCKS R W 18-31 amp 19-31 BRAC-ltE middot R W 11-31 CENTER BRAC l(fl
1 1
SCALE Y2 FULL SIZE
4 HOLTlTE SCREWS AT EACH STUD -shy-IoIIh---------
FINISHED FLOOR
3-16 GA CHANNEL PLATE
GRADE
GRAPHIC SCALE 2 3 4
I I I Size
2 3 4
I I I
OPENING
r 2 B 2 0 2 0 2 0 2 0 2 8
I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31
-]1 rr-- flUSH puL I _lt l Rt 1ro-l
- r- PADLOCK LA ES
I R W 139 I
I
J 1 -
19 X 31
_ ~ r-~ WEDGE MK HIOOl
-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-
L- fOOR CENTER STOP -- R W 55 GUIDE ROLLER amp
K ~ R W 171 -2 DIAMOND EXPANSION SHIELDDETAIL OR EQUAL FOR Y2 LAG
SC REW OTHER SIDE SAME
INTERIOR ELEVATION SCALE Yz - l middotO I
tROLLER R W I SS
BE lI TACHING
rOM CHAN l
~ L L J L=~ ~
I I I I I I
I
OPENING
__Jil _ 1_
flOOR CENTER STOP RW - 171-2 ~--f =b -~~ Iftlrr--- 2V X 16 F H WOOD SCREWiH~ ilil IUt+--- 122 u S E SCREW ANCHOR 2 L-lLYJ
3E MI( WlOOL amp R DETAIL K EN TO BOTTOM NL WITH 2li SCALE FULL SIZE
UUI CONTRACT ~ = middot 0
STOVE BOLTS
PAINT NOTE PAINT All SURFACES OF DOOR lEAVES 1 (ONE) STANDARD SHOP COAT OF METALLIC PRIMING PAINT BEfORE SHIPMENT SEE BIM FOR SPECIFICATION OF FINISH COAT OF PAINT
NOTE HARDWARE TO BE RICHARD-WILCOX OR EQUAL PADLOCKS ARE NOT FURNISHED UNDER THIS
0 I
I I 17 FULL
0 6 I
lG
5 6
I II
S 6
I I
-00
-BILL OF MATERIAL FOR 1 BUILDI NG Item N o o f Mark Pieces
6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1
1 72
B6 4 Al 4
4L2 L3 8
RC1 20 240 240 100 100
3500
350 3500 3500
3500
100I
PI 26 -
Crate Contents
HD816 American Fork amp Hoe Claw Hammer 1510 Mayhew Steel 101 Screw Drivers 1 x 8 11 Endres Center Punches
I 175 Warren Drift Pins AC1l2 Crescent 12 1 Adjustable Wrenches 21 Sargent 16 oz Plumb Bob 14 Danielson 10 1 Combination Pliers A9 Endres 11 Cold Chisels 236 Stanley 60 1 ZZ Rule ISO Coil 16 Ga Annealed Wire 250 Coil 9 Ga Annealed Wire 24 Warren Wrecking Bar 809 Atkins 26 Hand Saw 274 F E Hand Axe (American Fork amp Hoe) 347N 24 Wood Level Stanley Balls 100 Masons Line Pcs Blue Chalk 2165 Union Hack Saw Frame and 6 Blades 60 Coil Sisal Rope (Bowan amp Allison) B1 Crescent Mastic Guns A110 Crescent 10 Adjustable Wrench
NOTE Tool Kits-5 Tool Kits Required for 8 Buildings
I
Set Erection Instructions Yz l Dia x 8 Anchor Bolts with Nuts and Washes 31 x U61 Splice Plates 08Yzl 6 1 x 13 Ga Channel 0 2 Yzl Angles 2 x 2I x 8 Ga O 10 11 Angles 3 1 x 2 1 X 8 Ga O2 Yzl 3 1 Raft er Clips 1 x 1 Y M ach Bolts with Sq Nuts 1 Cut Steel Washers Yzl x 11 Machine Bolts with Sq Nuts Yzl Cut Steel Washers 14 x 1 Cadmium Plated Sheet Metal Screws P K
Style A 8d Common Nails 8d Double Head Galv Nails Comb Steel and Fibre Washers with 140 Dia Hole
in Center Comb Steel and Fibre Washers with 250 1 Dia Hole
in Center Filshie Nails 6 x 1 x 16 Ga Channel PI 4 2 Lg
-
Item Mark
lOR 10L 11
W100R W100L WI01
L1 T1R TIL Sl S2 S3 S4 S5
T24 T48 P2 P6 P7 P8
N o of Pieces
2 2 2 4
16 4
12 8
2 4
16 2 6 2 2 4
I 8 8
4 2 2 4
20 20
4 2 2 4 4 4 4 4 4 8 4 4 4 8
Crate Contents
BULKHEAD SHEETS (Continued)
26 1 x 102 1 x 26 Ga Galv Corr Sheet 26 1 x 102 1 x 26 Ga Galv Corr Sheet 261 X 136 11 x 26 Ga Galv Corr Sheet 261 x 1261 x 26 Ga Galv Corr Sheet 26 1 x 1241 x 26 Ga Galv Corr Sheet 26 x 56 1 x 26 Ga Galv Corr Sheet 261 x 521 x 26 Ga Galv Corr Sheet 261 x 26 x 26 Ga Galv Corr Sheet
Pro 601 x 12 0 1 Steel Sliding Doors 19 x 31 End Track Brackets 18 x 31 Track Brackets 11 x 31 Center Brackets Pcs 31 Door Track 8 0 1 Long Pro 55 Door Guide Rollers with Lag Screws 171-2 Door Center Floor Stops Pro 20 -2 Door Trucks 16 x 2 Yzl Lg F H Wood Screws 122 USE Screw Anchors 1 ID x 21 Lg for 16 Wood
Screws Diamond Expansion Shields for 11 Lag Screws L 1Ys X 1 x 12 Ga x 0 6 (Door Wedge) L 1Ysl X x 12 Ga x 06 1 (Door Wedge) 2 x 12 Ga Door Tab 3 1 Long U61 x 11 R Hd Stove Bolts with Sq Nuts 1 Cut Steel Washers
BULKHEAD FRAMING
Angles 3 1 x 3 1 x 14 Ga Brace 8 3 74 Channels 4 741 x 3 1 X 11 14 Ga Girt 15 10 Channels 4 741 x 3 1 X 11 14 Ga Girt 15101 3 1 x 16 Ga SS Studs 1110 1 3 x 16 Ga SS Studs 15 10 3 x 16 Ga SS Studs 183 1 3 x 16 Ga SS Studs 19O Ys 3 1 x 16 Ga SS Studs 7 10 741 Half Stud Trimmers l11 Yz Half Stud Trimmers 3 11 Yz 3 x 1 x 16 Ga Channel PI 140 Long 6 1 x 1 x 13 Ga Channel 4 5 3 x 16 Ga Channel PI 11 11 1 3 x 16 Ga Channel PI 11 11
PR1
R1
R1
2R 2L 3R 3L 4R 4L 5R 5L 6R 6L 7R 7L 8R 8L 9R 9L
60 2~1f x 18 Ga Purlins 191l Ys
20 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
19 I 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
92 II 2771 x 92 x 24 Ga Corr Galv Sheets (Curved) Curved to 20 6 Rad Inside
5 Crates Reqd
BULKHEAD SHEETS
2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 54Yz x 26 Ga Galv Corr Sheet 2 26 x 54 Yz x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 G a Galv Corr Sheet 2 26 x 132 x 26 Ga Galv Corr Sheet 2 26 x 132 x 26 G a Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 89 y~ x 26 Ga Galv Corr Sheet 2 26 x 8971 x 26 Ga Galv Corr Sheet
II T3 B3
JR3 JL3
II S3 SB2
F2 F3
II
II
II
II
8 Window Sash 8 Window Heads 8 Window Sills 8 Window Jambs 8 Window Jambs
32 Splice Plates 8
160 Stay Bars 10 x 3i R H Type Z Parker Kalon Sht
Screws 8 8shy 32 x Ys RHMS
10 671 x 28 Ga Galv Flashing 54 28 3 71 x 5Ys x 28 Ga Galv Flashing (Curved) 64
1 5 Gal Can Mastic 1 5 Gal Can Paint 1 4 Wide Paint Brush
44 271 Corr Asphalt Strip 2 Wide 24 Lg
2 Metal Louvres Complete with Frame 2
28 24 Ga Sill FlashingY6 x 1 Stove Bolts with Nut amp Washer
10 x 71 Stove Bolts with Nut amp Washer 8 14 x Sheet Metal Screws Type A
104 I Splice Plates 5 x x 12 Ga x 21
Metal
DAPTATION E 0 SE UENCE
BULKHEAD FRAMING
ASSEMBLE FRAME U lATIONS
BULKHEAD SHEETS
1 Foundations Layout building SE~ E_ _
pour concrete Place channel plates
ROOFING SHEETS
COMPLETED BUILDING
2 Columns Girders and Struts
terior columns and beams bulkhead studs S4 =~ - - -- r
and T48 install rod and knee bracing P lu- b - ~-
standing columns (See pages 222324 an shy
3 Ribs and Purlins Assemble and raisE -shy
pages 26 and 27)
- _- 4 Bulkheads Assemble remainder - - shy
steel studs and girts hang doors imta
gated metal sheets louvres and fias h ~
5 Exterior Covering Insta ll g bull bull -- gt
sheets to purlins (See pages 30 a ~
ADAPTATION
FOUNDATION
1002
OUT TO
~ ~
b t
l 0 M 0 h b M
E ~
~ ~
~
~
I 0 ~
middot~ ~
~ 0 blt0
~
0 0 LL LL c-~0 0shy
Jgtgt 0 0
I
0shy ~ 0shy
rgt 0 gt
~ ~
Jgt
middot gt ~ middot ~ gt ~ 0shy
~ gt
~ ~
b
middot 0 0 M
b
~ ~
4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6
J1~i6f
~ ~ i shy
1 PI PI PI PI PI PI
r--- 1-shy
PLAN IS N SYMMETRICAL shy ABOUT ~
I -oT ~ 0
O-l--shy1
l shy r~- _ shy - shy - --shy -- shy1-
~
1 0 0
1 0
r~ rE---shy -shy _ bullbull _ -
Irl L - shy
~ CONCRETE FLOOR SLAB
0 0
~
r01 r~ L-l t~
I oT
201 200 100
0+ ~
(
I
~ PLAN IS SYMMETRICAL
ABOUT tf
~i~6 PI PI PI PI PI PI shy
4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6
3 6 46
PI
I
PI
3 6 4 6
ONE HALF FOUNDATION AND ANCHOR BOLT
OUT OF FOUNDATION
PLAN OTHER HALF SIMILAR EXCEPT OPPOSITE HAND
COL 14K C-I _____ _ 8~
h DIA x 8 ANCHOR gt-__ BOUS srI) MKG ~___ - ~
_~--~-~ -[-f---shy
---t-- ~ rth_~-COLUMN BASE - I~ AI( P4
DETAIL AT COLUMN BASE
DETAIL AT CORNER SHOWING PL ATES AND FIRST RIB
CHANNEL PLATE
PLATE AND ANCHOR BOLT
20
TION
ATION
CORNER DETAIL
FOUNDATIONS IN PLACE
a A Level the site =
rately to dimensior s 5-~
Excavate for wa S-
anchor bolts noting tha c ~- _
above finished floor line 2 - - - -- --
gineer in charge of erect -shy
suit local soil conditio-5
improperly set cut ne
torch or cold chisel
B Level the plates s-
When plates are true ~ _ -= =
with lean cement lO -~- ~-=- unit for details not sf - -- - shy
--
ADAPTATION COLUMNS GIRDERS AND STRUTS
COLUMNS AND GIRDERS SHOWING ORDER OF ERECTION bull
3 middot DIA STITCH BC middotS
STAGGERED
OPEN HOLES
bull ------
0
DETAIL AT COLUMN BASE
DJ G s 1S
22
=
ADAPTATION
COLUMNS GIoJLOIImiddot
C Next assemble the be - - DETAIL 2
erect in the same way ins~
ing N 1 This frame wi -
bull installing the four rib Seuro bullbull shy
wood staging can be no ~
in the manner just ot ~-= -
DETAIL 1
n A Assemble columns gin-=_
y e sections) on the grour
-
shy
tion in the building Boi
gether with 314 x I1jz stitch bo
one open hole opposite each bo
B Build wooden staging simi ashy
drawings Then assemble on - - r
~
-~___=O
_ _
marked A on drawing comple euro
column caps and bases knee b r aeshy
angles and bent plates for rib
bent into position brace and
bolts
RIBS AND GIRDERS
ADAPTATION
COLUMNS GIRDERS AND STRUTS
DETAIL 4 DETAIL 3
Ys SQ NUTS
W ASHERS FOR TIE RODSDETAIL OF TIE RODS
24 DETAIL SHOWING ANGLE CONNECTION
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
zt pUU~ PRO 7 2~ PUUH PR1_7 21f~ PURLIN ~ PP1 ) zo u_ bull 1 -- ~- ~~
i- shyI - shy
1
4
J 0ltgt
I cO ir 00
Il ~ 0 ~
III
a ~ ~I 00
0
~ ~
00 I
1
I I
0
-~
1-1
D D~ 00 - J I I
00 bull bullI
I
II ~-~ - ~00 -
I I I00 00 00 IIgt
n
bull bull - ~E_o0 0000
I I middot~ I
Do Do 00
Do I 0 -- I 00
tS Rlf SPACE S 4O~_ 1000 T 100-Z OUT TO OUT of FOUN OAT I O N -
-
-I
PLANKOOF
____-00- lt_ ___ _ _____ __ __ _ _ _
~ ~I
A - fi~
I II ~ 0
~ p shy --
0 ~ CQ NiTR UCTIO N
0 I
0middot
N shy
~t----
~I--==II
Q -
9j
~ 0 - ~ 0 ~ ~ -shy~I
~ ~I PI
~ t-
P I p
I P
TI I
L I -
I II
i I
~
~ 4 1~I-I I CK cONc REiE FLOOR SLAe - o-r OTuEJgt
~ W IJlE M E~H ltD lt0 GGA BY o 1I-E R50 f R 40 00 5HO P BVILD I N F ONLy
r- CON 5 TRUCT I OIW rOI NT --shy
~
P I
---L
I p p PI IP I P I PI I A- ~~ltiAltO+2~14vltD~~+ltc- A~ 3J 4lt0 3~l~~4 3ltOshy ~ 4 shy _
~________ _______~OO~C~Z~~O~U~~T~O~O~U~T ~Q~~~F~O~U~~~D~AT~I~O~NL__ _______________
F OUN DATION amp ANCHOR OOLT PLAN
r i~ 5 - 1 - lt a iC _shy -~ - IC
-= shyDETAIL PI AN - shy
Rw tI~1 TPAC)oIltbull 3 L ampHG TH~ 8-0
R - w ampRACKIiT ~19~
PLAN OF TRAC~ EJRACK ET5
R
s
PlI
( I lt0 0
lt ii) J ~
I bull 1-1shy
gtshy ~z lt I h
H4 1 Tmiddot
I middot Pi~ J~
p
ELEVATION OF bULKHEAD FRAMI NG
fiSECTION ~
G CURvED RIIgt
~
~
scAl-E 4 oa lO
bEN 0 FLANGE~ o f PG
~ ( AROUND FLANCe OF RIamp I ~ R I NAIL TO NAILING
coamiddot 13GACHAHL FG 2= GROOVE
O r CHAtiL 1M A- I~- ta- ~~L RmiddotI HAI- It
I~- = __~___ _
DEVELOPED
middot80 DOUBiIi KEAOEP - --_H HAILS 4 STEaL 4 feRE WAS~ERS -ao c
DETAI b
CORR 51-1e-rs 3J(Hmiddotl PL
FINbull FL~P -
T
I -i 51ZE bull O~PTH of fOOTNC5
VAR amp S TO SUIT SOIL CONDITION 6
toT LESS TH AN 3 FINGPADE
REVISIONS
SECTION-pound J~d~CTIONreg cn 10middot 104 middot (4
ALL eoLT5 ep UtilES O THERWISE
ELEVATION
STRAN STEEL DIVISION GREAT LAKES STEEl CORPORATION
DETROIT MICHGAN
SCAlf HOTGO CuSIOlft $ Ol)[11
I-Cmiddot7112
NOTED
1
Roar PLRN SCALE a-=L-O
=shy
SECTION () gtCRLE ( 1-0
SECTION SCI=lLE SCRLE ~ 1-0
SECTION reg SCl=IlE 310
16
dolMshy OUT TO OJT FGJHClFnION ____ _
or 3ULKHEAD
L
RW-~I T~~ ~W Z()2 ~OClS ~Wle 1 ~RKTS
C
-trCORA SHST 5 CIJ~YEC 10 2O ~R AAOIIJS
~ews ef ac
l~~~O~ILS $Ee
b ~1-------Ly--t~WN~ t-40 ltQ
~
~lASHI~G M~ ~2
r~~ SHEET
A HQLnTE SCREWS
4a~ ) BX 146F1~C COtmt4ollOOS GJAT
pHD Wlltgtlt BOCT C~Rmiddot ~ET
F t- ytOOD SG12e-N amp WITH ampXP 5ol11ElDS
SECTION 12-0
TION ~ ~ middotmiddot O
REVISIONS STRAN STEEl DIVISION
GREAT LAKES STEfl CORPORATiON DETROIT MICHIGAN
SSRR 40xiOO CONVE ION TYPE UTI Ll -L Gmiddot
E 2 A5 NoreD
STUD
28
1a X 31
1 _ - - jUO( __I
~-~ t DS
ACTUAL BETWEEN HEAD TOP CHANNEL OF DOOR
t ~J
HEAD
0 o o C 0
2 lt)
z ~ o
3Ji( ~ RH STOVE BOLT
WEDGE MK Wl0QL OR R
TAB MK Wl0l FINISHED FLOOR
SILL BEYOND OPENING SCALE V FULL SIZE
7------ 4 HO LTTfE se RE S AT Ll
CLEARANCE CHANNEL amp L
4V4 ~ X 3l- x U GA
R W ~20-2 TRUCKS R W 18-31 amp 19-31 BRAC-ltE middot R W 11-31 CENTER BRAC l(fl
1 1
SCALE Y2 FULL SIZE
4 HOLTlTE SCREWS AT EACH STUD -shy-IoIIh---------
FINISHED FLOOR
3-16 GA CHANNEL PLATE
GRADE
GRAPHIC SCALE 2 3 4
I I I Size
2 3 4
I I I
OPENING
r 2 B 2 0 2 0 2 0 2 0 2 8
I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31
-]1 rr-- flUSH puL I _lt l Rt 1ro-l
- r- PADLOCK LA ES
I R W 139 I
I
J 1 -
19 X 31
_ ~ r-~ WEDGE MK HIOOl
-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-
L- fOOR CENTER STOP -- R W 55 GUIDE ROLLER amp
K ~ R W 171 -2 DIAMOND EXPANSION SHIELDDETAIL OR EQUAL FOR Y2 LAG
SC REW OTHER SIDE SAME
INTERIOR ELEVATION SCALE Yz - l middotO I
tROLLER R W I SS
BE lI TACHING
rOM CHAN l
~ L L J L=~ ~
I I I I I I
I
OPENING
__Jil _ 1_
flOOR CENTER STOP RW - 171-2 ~--f =b -~~ Iftlrr--- 2V X 16 F H WOOD SCREWiH~ ilil IUt+--- 122 u S E SCREW ANCHOR 2 L-lLYJ
3E MI( WlOOL amp R DETAIL K EN TO BOTTOM NL WITH 2li SCALE FULL SIZE
UUI CONTRACT ~ = middot 0
STOVE BOLTS
PAINT NOTE PAINT All SURFACES OF DOOR lEAVES 1 (ONE) STANDARD SHOP COAT OF METALLIC PRIMING PAINT BEfORE SHIPMENT SEE BIM FOR SPECIFICATION OF FINISH COAT OF PAINT
NOTE HARDWARE TO BE RICHARD-WILCOX OR EQUAL PADLOCKS ARE NOT FURNISHED UNDER THIS
0 I
I I 17 FULL
0 6 I
lG
5 6
I II
S 6
I I
-00
-BILL OF MATERIAL FOR 1 BUILDI NG Item N o o f Mark Pieces
6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1
1 72
B6 4 Al 4
4L2 L3 8
RC1 20 240 240 100 100
3500
350 3500 3500
3500
100I
PI 26 -
Crate Contents
HD816 American Fork amp Hoe Claw Hammer 1510 Mayhew Steel 101 Screw Drivers 1 x 8 11 Endres Center Punches
I 175 Warren Drift Pins AC1l2 Crescent 12 1 Adjustable Wrenches 21 Sargent 16 oz Plumb Bob 14 Danielson 10 1 Combination Pliers A9 Endres 11 Cold Chisels 236 Stanley 60 1 ZZ Rule ISO Coil 16 Ga Annealed Wire 250 Coil 9 Ga Annealed Wire 24 Warren Wrecking Bar 809 Atkins 26 Hand Saw 274 F E Hand Axe (American Fork amp Hoe) 347N 24 Wood Level Stanley Balls 100 Masons Line Pcs Blue Chalk 2165 Union Hack Saw Frame and 6 Blades 60 Coil Sisal Rope (Bowan amp Allison) B1 Crescent Mastic Guns A110 Crescent 10 Adjustable Wrench
NOTE Tool Kits-5 Tool Kits Required for 8 Buildings
I
Set Erection Instructions Yz l Dia x 8 Anchor Bolts with Nuts and Washes 31 x U61 Splice Plates 08Yzl 6 1 x 13 Ga Channel 0 2 Yzl Angles 2 x 2I x 8 Ga O 10 11 Angles 3 1 x 2 1 X 8 Ga O2 Yzl 3 1 Raft er Clips 1 x 1 Y M ach Bolts with Sq Nuts 1 Cut Steel Washers Yzl x 11 Machine Bolts with Sq Nuts Yzl Cut Steel Washers 14 x 1 Cadmium Plated Sheet Metal Screws P K
Style A 8d Common Nails 8d Double Head Galv Nails Comb Steel and Fibre Washers with 140 Dia Hole
in Center Comb Steel and Fibre Washers with 250 1 Dia Hole
in Center Filshie Nails 6 x 1 x 16 Ga Channel PI 4 2 Lg
-
Item Mark
lOR 10L 11
W100R W100L WI01
L1 T1R TIL Sl S2 S3 S4 S5
T24 T48 P2 P6 P7 P8
N o of Pieces
2 2 2 4
16 4
12 8
2 4
16 2 6 2 2 4
I 8 8
4 2 2 4
20 20
4 2 2 4 4 4 4 4 4 8 4 4 4 8
Crate Contents
BULKHEAD SHEETS (Continued)
26 1 x 102 1 x 26 Ga Galv Corr Sheet 26 1 x 102 1 x 26 Ga Galv Corr Sheet 261 X 136 11 x 26 Ga Galv Corr Sheet 261 x 1261 x 26 Ga Galv Corr Sheet 26 1 x 1241 x 26 Ga Galv Corr Sheet 26 x 56 1 x 26 Ga Galv Corr Sheet 261 x 521 x 26 Ga Galv Corr Sheet 261 x 26 x 26 Ga Galv Corr Sheet
Pro 601 x 12 0 1 Steel Sliding Doors 19 x 31 End Track Brackets 18 x 31 Track Brackets 11 x 31 Center Brackets Pcs 31 Door Track 8 0 1 Long Pro 55 Door Guide Rollers with Lag Screws 171-2 Door Center Floor Stops Pro 20 -2 Door Trucks 16 x 2 Yzl Lg F H Wood Screws 122 USE Screw Anchors 1 ID x 21 Lg for 16 Wood
Screws Diamond Expansion Shields for 11 Lag Screws L 1Ys X 1 x 12 Ga x 0 6 (Door Wedge) L 1Ysl X x 12 Ga x 06 1 (Door Wedge) 2 x 12 Ga Door Tab 3 1 Long U61 x 11 R Hd Stove Bolts with Sq Nuts 1 Cut Steel Washers
BULKHEAD FRAMING
Angles 3 1 x 3 1 x 14 Ga Brace 8 3 74 Channels 4 741 x 3 1 X 11 14 Ga Girt 15 10 Channels 4 741 x 3 1 X 11 14 Ga Girt 15101 3 1 x 16 Ga SS Studs 1110 1 3 x 16 Ga SS Studs 15 10 3 x 16 Ga SS Studs 183 1 3 x 16 Ga SS Studs 19O Ys 3 1 x 16 Ga SS Studs 7 10 741 Half Stud Trimmers l11 Yz Half Stud Trimmers 3 11 Yz 3 x 1 x 16 Ga Channel PI 140 Long 6 1 x 1 x 13 Ga Channel 4 5 3 x 16 Ga Channel PI 11 11 1 3 x 16 Ga Channel PI 11 11
PR1
R1
R1
2R 2L 3R 3L 4R 4L 5R 5L 6R 6L 7R 7L 8R 8L 9R 9L
60 2~1f x 18 Ga Purlins 191l Ys
20 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
19 I 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
92 II 2771 x 92 x 24 Ga Corr Galv Sheets (Curved) Curved to 20 6 Rad Inside
5 Crates Reqd
BULKHEAD SHEETS
2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 54Yz x 26 Ga Galv Corr Sheet 2 26 x 54 Yz x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 G a Galv Corr Sheet 2 26 x 132 x 26 Ga Galv Corr Sheet 2 26 x 132 x 26 G a Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 89 y~ x 26 Ga Galv Corr Sheet 2 26 x 8971 x 26 Ga Galv Corr Sheet
II T3 B3
JR3 JL3
II S3 SB2
F2 F3
II
II
II
II
8 Window Sash 8 Window Heads 8 Window Sills 8 Window Jambs 8 Window Jambs
32 Splice Plates 8
160 Stay Bars 10 x 3i R H Type Z Parker Kalon Sht
Screws 8 8shy 32 x Ys RHMS
10 671 x 28 Ga Galv Flashing 54 28 3 71 x 5Ys x 28 Ga Galv Flashing (Curved) 64
1 5 Gal Can Mastic 1 5 Gal Can Paint 1 4 Wide Paint Brush
44 271 Corr Asphalt Strip 2 Wide 24 Lg
2 Metal Louvres Complete with Frame 2
28 24 Ga Sill FlashingY6 x 1 Stove Bolts with Nut amp Washer
10 x 71 Stove Bolts with Nut amp Washer 8 14 x Sheet Metal Screws Type A
104 I Splice Plates 5 x x 12 Ga x 21
Metal
DAPTATION E 0 SE UENCE
BULKHEAD FRAMING
ASSEMBLE FRAME U lATIONS
BULKHEAD SHEETS
1 Foundations Layout building SE~ E_ _
pour concrete Place channel plates
ROOFING SHEETS
COMPLETED BUILDING
2 Columns Girders and Struts
terior columns and beams bulkhead studs S4 =~ - - -- r
and T48 install rod and knee bracing P lu- b - ~-
standing columns (See pages 222324 an shy
3 Ribs and Purlins Assemble and raisE -shy
pages 26 and 27)
- _- 4 Bulkheads Assemble remainder - - shy
steel studs and girts hang doors imta
gated metal sheets louvres and fias h ~
5 Exterior Covering Insta ll g bull bull -- gt
sheets to purlins (See pages 30 a ~
ADAPTATION
FOUNDATION
1002
OUT TO
~ ~
b t
l 0 M 0 h b M
E ~
~ ~
~
~
I 0 ~
middot~ ~
~ 0 blt0
~
0 0 LL LL c-~0 0shy
Jgtgt 0 0
I
0shy ~ 0shy
rgt 0 gt
~ ~
Jgt
middot gt ~ middot ~ gt ~ 0shy
~ gt
~ ~
b
middot 0 0 M
b
~ ~
4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6
J1~i6f
~ ~ i shy
1 PI PI PI PI PI PI
r--- 1-shy
PLAN IS N SYMMETRICAL shy ABOUT ~
I -oT ~ 0
O-l--shy1
l shy r~- _ shy - shy - --shy -- shy1-
~
1 0 0
1 0
r~ rE---shy -shy _ bullbull _ -
Irl L - shy
~ CONCRETE FLOOR SLAB
0 0
~
r01 r~ L-l t~
I oT
201 200 100
0+ ~
(
I
~ PLAN IS SYMMETRICAL
ABOUT tf
~i~6 PI PI PI PI PI PI shy
4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6
3 6 46
PI
I
PI
3 6 4 6
ONE HALF FOUNDATION AND ANCHOR BOLT
OUT OF FOUNDATION
PLAN OTHER HALF SIMILAR EXCEPT OPPOSITE HAND
COL 14K C-I _____ _ 8~
h DIA x 8 ANCHOR gt-__ BOUS srI) MKG ~___ - ~
_~--~-~ -[-f---shy
---t-- ~ rth_~-COLUMN BASE - I~ AI( P4
DETAIL AT COLUMN BASE
DETAIL AT CORNER SHOWING PL ATES AND FIRST RIB
CHANNEL PLATE
PLATE AND ANCHOR BOLT
20
TION
ATION
CORNER DETAIL
FOUNDATIONS IN PLACE
a A Level the site =
rately to dimensior s 5-~
Excavate for wa S-
anchor bolts noting tha c ~- _
above finished floor line 2 - - - -- --
gineer in charge of erect -shy
suit local soil conditio-5
improperly set cut ne
torch or cold chisel
B Level the plates s-
When plates are true ~ _ -= =
with lean cement lO -~- ~-=- unit for details not sf - -- - shy
--
ADAPTATION COLUMNS GIRDERS AND STRUTS
COLUMNS AND GIRDERS SHOWING ORDER OF ERECTION bull
3 middot DIA STITCH BC middotS
STAGGERED
OPEN HOLES
bull ------
0
DETAIL AT COLUMN BASE
DJ G s 1S
22
=
ADAPTATION
COLUMNS GIoJLOIImiddot
C Next assemble the be - - DETAIL 2
erect in the same way ins~
ing N 1 This frame wi -
bull installing the four rib Seuro bullbull shy
wood staging can be no ~
in the manner just ot ~-= -
DETAIL 1
n A Assemble columns gin-=_
y e sections) on the grour
-
shy
tion in the building Boi
gether with 314 x I1jz stitch bo
one open hole opposite each bo
B Build wooden staging simi ashy
drawings Then assemble on - - r
~
-~___=O
_ _
marked A on drawing comple euro
column caps and bases knee b r aeshy
angles and bent plates for rib
bent into position brace and
bolts
RIBS AND GIRDERS
ADAPTATION
COLUMNS GIRDERS AND STRUTS
DETAIL 4 DETAIL 3
Ys SQ NUTS
W ASHERS FOR TIE RODSDETAIL OF TIE RODS
24 DETAIL SHOWING ANGLE CONNECTION
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
Rw tI~1 TPAC)oIltbull 3 L ampHG TH~ 8-0
R - w ampRACKIiT ~19~
PLAN OF TRAC~ EJRACK ET5
R
s
PlI
( I lt0 0
lt ii) J ~
I bull 1-1shy
gtshy ~z lt I h
H4 1 Tmiddot
I middot Pi~ J~
p
ELEVATION OF bULKHEAD FRAMI NG
fiSECTION ~
G CURvED RIIgt
~
~
scAl-E 4 oa lO
bEN 0 FLANGE~ o f PG
~ ( AROUND FLANCe OF RIamp I ~ R I NAIL TO NAILING
coamiddot 13GACHAHL FG 2= GROOVE
O r CHAtiL 1M A- I~- ta- ~~L RmiddotI HAI- It
I~- = __~___ _
DEVELOPED
middot80 DOUBiIi KEAOEP - --_H HAILS 4 STEaL 4 feRE WAS~ERS -ao c
DETAI b
CORR 51-1e-rs 3J(Hmiddotl PL
FINbull FL~P -
T
I -i 51ZE bull O~PTH of fOOTNC5
VAR amp S TO SUIT SOIL CONDITION 6
toT LESS TH AN 3 FINGPADE
REVISIONS
SECTION-pound J~d~CTIONreg cn 10middot 104 middot (4
ALL eoLT5 ep UtilES O THERWISE
ELEVATION
STRAN STEEL DIVISION GREAT LAKES STEEl CORPORATION
DETROIT MICHGAN
SCAlf HOTGO CuSIOlft $ Ol)[11
I-Cmiddot7112
NOTED
1
Roar PLRN SCALE a-=L-O
=shy
SECTION () gtCRLE ( 1-0
SECTION SCI=lLE SCRLE ~ 1-0
SECTION reg SCl=IlE 310
16
dolMshy OUT TO OJT FGJHClFnION ____ _
or 3ULKHEAD
L
RW-~I T~~ ~W Z()2 ~OClS ~Wle 1 ~RKTS
C
-trCORA SHST 5 CIJ~YEC 10 2O ~R AAOIIJS
~ews ef ac
l~~~O~ILS $Ee
b ~1-------Ly--t~WN~ t-40 ltQ
~
~lASHI~G M~ ~2
r~~ SHEET
A HQLnTE SCREWS
4a~ ) BX 146F1~C COtmt4ollOOS GJAT
pHD Wlltgtlt BOCT C~Rmiddot ~ET
F t- ytOOD SG12e-N amp WITH ampXP 5ol11ElDS
SECTION 12-0
TION ~ ~ middotmiddot O
REVISIONS STRAN STEEl DIVISION
GREAT LAKES STEfl CORPORATiON DETROIT MICHIGAN
SSRR 40xiOO CONVE ION TYPE UTI Ll -L Gmiddot
E 2 A5 NoreD
STUD
28
1a X 31
1 _ - - jUO( __I
~-~ t DS
ACTUAL BETWEEN HEAD TOP CHANNEL OF DOOR
t ~J
HEAD
0 o o C 0
2 lt)
z ~ o
3Ji( ~ RH STOVE BOLT
WEDGE MK Wl0QL OR R
TAB MK Wl0l FINISHED FLOOR
SILL BEYOND OPENING SCALE V FULL SIZE
7------ 4 HO LTTfE se RE S AT Ll
CLEARANCE CHANNEL amp L
4V4 ~ X 3l- x U GA
R W ~20-2 TRUCKS R W 18-31 amp 19-31 BRAC-ltE middot R W 11-31 CENTER BRAC l(fl
1 1
SCALE Y2 FULL SIZE
4 HOLTlTE SCREWS AT EACH STUD -shy-IoIIh---------
FINISHED FLOOR
3-16 GA CHANNEL PLATE
GRADE
GRAPHIC SCALE 2 3 4
I I I Size
2 3 4
I I I
OPENING
r 2 B 2 0 2 0 2 0 2 0 2 8
I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31
-]1 rr-- flUSH puL I _lt l Rt 1ro-l
- r- PADLOCK LA ES
I R W 139 I
I
J 1 -
19 X 31
_ ~ r-~ WEDGE MK HIOOl
-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-
L- fOOR CENTER STOP -- R W 55 GUIDE ROLLER amp
K ~ R W 171 -2 DIAMOND EXPANSION SHIELDDETAIL OR EQUAL FOR Y2 LAG
SC REW OTHER SIDE SAME
INTERIOR ELEVATION SCALE Yz - l middotO I
tROLLER R W I SS
BE lI TACHING
rOM CHAN l
~ L L J L=~ ~
I I I I I I
I
OPENING
__Jil _ 1_
flOOR CENTER STOP RW - 171-2 ~--f =b -~~ Iftlrr--- 2V X 16 F H WOOD SCREWiH~ ilil IUt+--- 122 u S E SCREW ANCHOR 2 L-lLYJ
3E MI( WlOOL amp R DETAIL K EN TO BOTTOM NL WITH 2li SCALE FULL SIZE
UUI CONTRACT ~ = middot 0
STOVE BOLTS
PAINT NOTE PAINT All SURFACES OF DOOR lEAVES 1 (ONE) STANDARD SHOP COAT OF METALLIC PRIMING PAINT BEfORE SHIPMENT SEE BIM FOR SPECIFICATION OF FINISH COAT OF PAINT
NOTE HARDWARE TO BE RICHARD-WILCOX OR EQUAL PADLOCKS ARE NOT FURNISHED UNDER THIS
0 I
I I 17 FULL
0 6 I
lG
5 6
I II
S 6
I I
-00
-BILL OF MATERIAL FOR 1 BUILDI NG Item N o o f Mark Pieces
6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1
1 72
B6 4 Al 4
4L2 L3 8
RC1 20 240 240 100 100
3500
350 3500 3500
3500
100I
PI 26 -
Crate Contents
HD816 American Fork amp Hoe Claw Hammer 1510 Mayhew Steel 101 Screw Drivers 1 x 8 11 Endres Center Punches
I 175 Warren Drift Pins AC1l2 Crescent 12 1 Adjustable Wrenches 21 Sargent 16 oz Plumb Bob 14 Danielson 10 1 Combination Pliers A9 Endres 11 Cold Chisels 236 Stanley 60 1 ZZ Rule ISO Coil 16 Ga Annealed Wire 250 Coil 9 Ga Annealed Wire 24 Warren Wrecking Bar 809 Atkins 26 Hand Saw 274 F E Hand Axe (American Fork amp Hoe) 347N 24 Wood Level Stanley Balls 100 Masons Line Pcs Blue Chalk 2165 Union Hack Saw Frame and 6 Blades 60 Coil Sisal Rope (Bowan amp Allison) B1 Crescent Mastic Guns A110 Crescent 10 Adjustable Wrench
NOTE Tool Kits-5 Tool Kits Required for 8 Buildings
I
Set Erection Instructions Yz l Dia x 8 Anchor Bolts with Nuts and Washes 31 x U61 Splice Plates 08Yzl 6 1 x 13 Ga Channel 0 2 Yzl Angles 2 x 2I x 8 Ga O 10 11 Angles 3 1 x 2 1 X 8 Ga O2 Yzl 3 1 Raft er Clips 1 x 1 Y M ach Bolts with Sq Nuts 1 Cut Steel Washers Yzl x 11 Machine Bolts with Sq Nuts Yzl Cut Steel Washers 14 x 1 Cadmium Plated Sheet Metal Screws P K
Style A 8d Common Nails 8d Double Head Galv Nails Comb Steel and Fibre Washers with 140 Dia Hole
in Center Comb Steel and Fibre Washers with 250 1 Dia Hole
in Center Filshie Nails 6 x 1 x 16 Ga Channel PI 4 2 Lg
-
Item Mark
lOR 10L 11
W100R W100L WI01
L1 T1R TIL Sl S2 S3 S4 S5
T24 T48 P2 P6 P7 P8
N o of Pieces
2 2 2 4
16 4
12 8
2 4
16 2 6 2 2 4
I 8 8
4 2 2 4
20 20
4 2 2 4 4 4 4 4 4 8 4 4 4 8
Crate Contents
BULKHEAD SHEETS (Continued)
26 1 x 102 1 x 26 Ga Galv Corr Sheet 26 1 x 102 1 x 26 Ga Galv Corr Sheet 261 X 136 11 x 26 Ga Galv Corr Sheet 261 x 1261 x 26 Ga Galv Corr Sheet 26 1 x 1241 x 26 Ga Galv Corr Sheet 26 x 56 1 x 26 Ga Galv Corr Sheet 261 x 521 x 26 Ga Galv Corr Sheet 261 x 26 x 26 Ga Galv Corr Sheet
Pro 601 x 12 0 1 Steel Sliding Doors 19 x 31 End Track Brackets 18 x 31 Track Brackets 11 x 31 Center Brackets Pcs 31 Door Track 8 0 1 Long Pro 55 Door Guide Rollers with Lag Screws 171-2 Door Center Floor Stops Pro 20 -2 Door Trucks 16 x 2 Yzl Lg F H Wood Screws 122 USE Screw Anchors 1 ID x 21 Lg for 16 Wood
Screws Diamond Expansion Shields for 11 Lag Screws L 1Ys X 1 x 12 Ga x 0 6 (Door Wedge) L 1Ysl X x 12 Ga x 06 1 (Door Wedge) 2 x 12 Ga Door Tab 3 1 Long U61 x 11 R Hd Stove Bolts with Sq Nuts 1 Cut Steel Washers
BULKHEAD FRAMING
Angles 3 1 x 3 1 x 14 Ga Brace 8 3 74 Channels 4 741 x 3 1 X 11 14 Ga Girt 15 10 Channels 4 741 x 3 1 X 11 14 Ga Girt 15101 3 1 x 16 Ga SS Studs 1110 1 3 x 16 Ga SS Studs 15 10 3 x 16 Ga SS Studs 183 1 3 x 16 Ga SS Studs 19O Ys 3 1 x 16 Ga SS Studs 7 10 741 Half Stud Trimmers l11 Yz Half Stud Trimmers 3 11 Yz 3 x 1 x 16 Ga Channel PI 140 Long 6 1 x 1 x 13 Ga Channel 4 5 3 x 16 Ga Channel PI 11 11 1 3 x 16 Ga Channel PI 11 11
PR1
R1
R1
2R 2L 3R 3L 4R 4L 5R 5L 6R 6L 7R 7L 8R 8L 9R 9L
60 2~1f x 18 Ga Purlins 191l Ys
20 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
19 I 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
92 II 2771 x 92 x 24 Ga Corr Galv Sheets (Curved) Curved to 20 6 Rad Inside
5 Crates Reqd
BULKHEAD SHEETS
2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 54Yz x 26 Ga Galv Corr Sheet 2 26 x 54 Yz x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 G a Galv Corr Sheet 2 26 x 132 x 26 Ga Galv Corr Sheet 2 26 x 132 x 26 G a Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 89 y~ x 26 Ga Galv Corr Sheet 2 26 x 8971 x 26 Ga Galv Corr Sheet
II T3 B3
JR3 JL3
II S3 SB2
F2 F3
II
II
II
II
8 Window Sash 8 Window Heads 8 Window Sills 8 Window Jambs 8 Window Jambs
32 Splice Plates 8
160 Stay Bars 10 x 3i R H Type Z Parker Kalon Sht
Screws 8 8shy 32 x Ys RHMS
10 671 x 28 Ga Galv Flashing 54 28 3 71 x 5Ys x 28 Ga Galv Flashing (Curved) 64
1 5 Gal Can Mastic 1 5 Gal Can Paint 1 4 Wide Paint Brush
44 271 Corr Asphalt Strip 2 Wide 24 Lg
2 Metal Louvres Complete with Frame 2
28 24 Ga Sill FlashingY6 x 1 Stove Bolts with Nut amp Washer
10 x 71 Stove Bolts with Nut amp Washer 8 14 x Sheet Metal Screws Type A
104 I Splice Plates 5 x x 12 Ga x 21
Metal
DAPTATION E 0 SE UENCE
BULKHEAD FRAMING
ASSEMBLE FRAME U lATIONS
BULKHEAD SHEETS
1 Foundations Layout building SE~ E_ _
pour concrete Place channel plates
ROOFING SHEETS
COMPLETED BUILDING
2 Columns Girders and Struts
terior columns and beams bulkhead studs S4 =~ - - -- r
and T48 install rod and knee bracing P lu- b - ~-
standing columns (See pages 222324 an shy
3 Ribs and Purlins Assemble and raisE -shy
pages 26 and 27)
- _- 4 Bulkheads Assemble remainder - - shy
steel studs and girts hang doors imta
gated metal sheets louvres and fias h ~
5 Exterior Covering Insta ll g bull bull -- gt
sheets to purlins (See pages 30 a ~
ADAPTATION
FOUNDATION
1002
OUT TO
~ ~
b t
l 0 M 0 h b M
E ~
~ ~
~
~
I 0 ~
middot~ ~
~ 0 blt0
~
0 0 LL LL c-~0 0shy
Jgtgt 0 0
I
0shy ~ 0shy
rgt 0 gt
~ ~
Jgt
middot gt ~ middot ~ gt ~ 0shy
~ gt
~ ~
b
middot 0 0 M
b
~ ~
4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6
J1~i6f
~ ~ i shy
1 PI PI PI PI PI PI
r--- 1-shy
PLAN IS N SYMMETRICAL shy ABOUT ~
I -oT ~ 0
O-l--shy1
l shy r~- _ shy - shy - --shy -- shy1-
~
1 0 0
1 0
r~ rE---shy -shy _ bullbull _ -
Irl L - shy
~ CONCRETE FLOOR SLAB
0 0
~
r01 r~ L-l t~
I oT
201 200 100
0+ ~
(
I
~ PLAN IS SYMMETRICAL
ABOUT tf
~i~6 PI PI PI PI PI PI shy
4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6
3 6 46
PI
I
PI
3 6 4 6
ONE HALF FOUNDATION AND ANCHOR BOLT
OUT OF FOUNDATION
PLAN OTHER HALF SIMILAR EXCEPT OPPOSITE HAND
COL 14K C-I _____ _ 8~
h DIA x 8 ANCHOR gt-__ BOUS srI) MKG ~___ - ~
_~--~-~ -[-f---shy
---t-- ~ rth_~-COLUMN BASE - I~ AI( P4
DETAIL AT COLUMN BASE
DETAIL AT CORNER SHOWING PL ATES AND FIRST RIB
CHANNEL PLATE
PLATE AND ANCHOR BOLT
20
TION
ATION
CORNER DETAIL
FOUNDATIONS IN PLACE
a A Level the site =
rately to dimensior s 5-~
Excavate for wa S-
anchor bolts noting tha c ~- _
above finished floor line 2 - - - -- --
gineer in charge of erect -shy
suit local soil conditio-5
improperly set cut ne
torch or cold chisel
B Level the plates s-
When plates are true ~ _ -= =
with lean cement lO -~- ~-=- unit for details not sf - -- - shy
--
ADAPTATION COLUMNS GIRDERS AND STRUTS
COLUMNS AND GIRDERS SHOWING ORDER OF ERECTION bull
3 middot DIA STITCH BC middotS
STAGGERED
OPEN HOLES
bull ------
0
DETAIL AT COLUMN BASE
DJ G s 1S
22
=
ADAPTATION
COLUMNS GIoJLOIImiddot
C Next assemble the be - - DETAIL 2
erect in the same way ins~
ing N 1 This frame wi -
bull installing the four rib Seuro bullbull shy
wood staging can be no ~
in the manner just ot ~-= -
DETAIL 1
n A Assemble columns gin-=_
y e sections) on the grour
-
shy
tion in the building Boi
gether with 314 x I1jz stitch bo
one open hole opposite each bo
B Build wooden staging simi ashy
drawings Then assemble on - - r
~
-~___=O
_ _
marked A on drawing comple euro
column caps and bases knee b r aeshy
angles and bent plates for rib
bent into position brace and
bolts
RIBS AND GIRDERS
ADAPTATION
COLUMNS GIRDERS AND STRUTS
DETAIL 4 DETAIL 3
Ys SQ NUTS
W ASHERS FOR TIE RODSDETAIL OF TIE RODS
24 DETAIL SHOWING ANGLE CONNECTION
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
Roar PLRN SCALE a-=L-O
=shy
SECTION () gtCRLE ( 1-0
SECTION SCI=lLE SCRLE ~ 1-0
SECTION reg SCl=IlE 310
16
dolMshy OUT TO OJT FGJHClFnION ____ _
or 3ULKHEAD
L
RW-~I T~~ ~W Z()2 ~OClS ~Wle 1 ~RKTS
C
-trCORA SHST 5 CIJ~YEC 10 2O ~R AAOIIJS
~ews ef ac
l~~~O~ILS $Ee
b ~1-------Ly--t~WN~ t-40 ltQ
~
~lASHI~G M~ ~2
r~~ SHEET
A HQLnTE SCREWS
4a~ ) BX 146F1~C COtmt4ollOOS GJAT
pHD Wlltgtlt BOCT C~Rmiddot ~ET
F t- ytOOD SG12e-N amp WITH ampXP 5ol11ElDS
SECTION 12-0
TION ~ ~ middotmiddot O
REVISIONS STRAN STEEl DIVISION
GREAT LAKES STEfl CORPORATiON DETROIT MICHIGAN
SSRR 40xiOO CONVE ION TYPE UTI Ll -L Gmiddot
E 2 A5 NoreD
STUD
28
1a X 31
1 _ - - jUO( __I
~-~ t DS
ACTUAL BETWEEN HEAD TOP CHANNEL OF DOOR
t ~J
HEAD
0 o o C 0
2 lt)
z ~ o
3Ji( ~ RH STOVE BOLT
WEDGE MK Wl0QL OR R
TAB MK Wl0l FINISHED FLOOR
SILL BEYOND OPENING SCALE V FULL SIZE
7------ 4 HO LTTfE se RE S AT Ll
CLEARANCE CHANNEL amp L
4V4 ~ X 3l- x U GA
R W ~20-2 TRUCKS R W 18-31 amp 19-31 BRAC-ltE middot R W 11-31 CENTER BRAC l(fl
1 1
SCALE Y2 FULL SIZE
4 HOLTlTE SCREWS AT EACH STUD -shy-IoIIh---------
FINISHED FLOOR
3-16 GA CHANNEL PLATE
GRADE
GRAPHIC SCALE 2 3 4
I I I Size
2 3 4
I I I
OPENING
r 2 B 2 0 2 0 2 0 2 0 2 8
I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31
-]1 rr-- flUSH puL I _lt l Rt 1ro-l
- r- PADLOCK LA ES
I R W 139 I
I
J 1 -
19 X 31
_ ~ r-~ WEDGE MK HIOOl
-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-
L- fOOR CENTER STOP -- R W 55 GUIDE ROLLER amp
K ~ R W 171 -2 DIAMOND EXPANSION SHIELDDETAIL OR EQUAL FOR Y2 LAG
SC REW OTHER SIDE SAME
INTERIOR ELEVATION SCALE Yz - l middotO I
tROLLER R W I SS
BE lI TACHING
rOM CHAN l
~ L L J L=~ ~
I I I I I I
I
OPENING
__Jil _ 1_
flOOR CENTER STOP RW - 171-2 ~--f =b -~~ Iftlrr--- 2V X 16 F H WOOD SCREWiH~ ilil IUt+--- 122 u S E SCREW ANCHOR 2 L-lLYJ
3E MI( WlOOL amp R DETAIL K EN TO BOTTOM NL WITH 2li SCALE FULL SIZE
UUI CONTRACT ~ = middot 0
STOVE BOLTS
PAINT NOTE PAINT All SURFACES OF DOOR lEAVES 1 (ONE) STANDARD SHOP COAT OF METALLIC PRIMING PAINT BEfORE SHIPMENT SEE BIM FOR SPECIFICATION OF FINISH COAT OF PAINT
NOTE HARDWARE TO BE RICHARD-WILCOX OR EQUAL PADLOCKS ARE NOT FURNISHED UNDER THIS
0 I
I I 17 FULL
0 6 I
lG
5 6
I II
S 6
I I
-00
-BILL OF MATERIAL FOR 1 BUILDI NG Item N o o f Mark Pieces
6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1
1 72
B6 4 Al 4
4L2 L3 8
RC1 20 240 240 100 100
3500
350 3500 3500
3500
100I
PI 26 -
Crate Contents
HD816 American Fork amp Hoe Claw Hammer 1510 Mayhew Steel 101 Screw Drivers 1 x 8 11 Endres Center Punches
I 175 Warren Drift Pins AC1l2 Crescent 12 1 Adjustable Wrenches 21 Sargent 16 oz Plumb Bob 14 Danielson 10 1 Combination Pliers A9 Endres 11 Cold Chisels 236 Stanley 60 1 ZZ Rule ISO Coil 16 Ga Annealed Wire 250 Coil 9 Ga Annealed Wire 24 Warren Wrecking Bar 809 Atkins 26 Hand Saw 274 F E Hand Axe (American Fork amp Hoe) 347N 24 Wood Level Stanley Balls 100 Masons Line Pcs Blue Chalk 2165 Union Hack Saw Frame and 6 Blades 60 Coil Sisal Rope (Bowan amp Allison) B1 Crescent Mastic Guns A110 Crescent 10 Adjustable Wrench
NOTE Tool Kits-5 Tool Kits Required for 8 Buildings
I
Set Erection Instructions Yz l Dia x 8 Anchor Bolts with Nuts and Washes 31 x U61 Splice Plates 08Yzl 6 1 x 13 Ga Channel 0 2 Yzl Angles 2 x 2I x 8 Ga O 10 11 Angles 3 1 x 2 1 X 8 Ga O2 Yzl 3 1 Raft er Clips 1 x 1 Y M ach Bolts with Sq Nuts 1 Cut Steel Washers Yzl x 11 Machine Bolts with Sq Nuts Yzl Cut Steel Washers 14 x 1 Cadmium Plated Sheet Metal Screws P K
Style A 8d Common Nails 8d Double Head Galv Nails Comb Steel and Fibre Washers with 140 Dia Hole
in Center Comb Steel and Fibre Washers with 250 1 Dia Hole
in Center Filshie Nails 6 x 1 x 16 Ga Channel PI 4 2 Lg
-
Item Mark
lOR 10L 11
W100R W100L WI01
L1 T1R TIL Sl S2 S3 S4 S5
T24 T48 P2 P6 P7 P8
N o of Pieces
2 2 2 4
16 4
12 8
2 4
16 2 6 2 2 4
I 8 8
4 2 2 4
20 20
4 2 2 4 4 4 4 4 4 8 4 4 4 8
Crate Contents
BULKHEAD SHEETS (Continued)
26 1 x 102 1 x 26 Ga Galv Corr Sheet 26 1 x 102 1 x 26 Ga Galv Corr Sheet 261 X 136 11 x 26 Ga Galv Corr Sheet 261 x 1261 x 26 Ga Galv Corr Sheet 26 1 x 1241 x 26 Ga Galv Corr Sheet 26 x 56 1 x 26 Ga Galv Corr Sheet 261 x 521 x 26 Ga Galv Corr Sheet 261 x 26 x 26 Ga Galv Corr Sheet
Pro 601 x 12 0 1 Steel Sliding Doors 19 x 31 End Track Brackets 18 x 31 Track Brackets 11 x 31 Center Brackets Pcs 31 Door Track 8 0 1 Long Pro 55 Door Guide Rollers with Lag Screws 171-2 Door Center Floor Stops Pro 20 -2 Door Trucks 16 x 2 Yzl Lg F H Wood Screws 122 USE Screw Anchors 1 ID x 21 Lg for 16 Wood
Screws Diamond Expansion Shields for 11 Lag Screws L 1Ys X 1 x 12 Ga x 0 6 (Door Wedge) L 1Ysl X x 12 Ga x 06 1 (Door Wedge) 2 x 12 Ga Door Tab 3 1 Long U61 x 11 R Hd Stove Bolts with Sq Nuts 1 Cut Steel Washers
BULKHEAD FRAMING
Angles 3 1 x 3 1 x 14 Ga Brace 8 3 74 Channels 4 741 x 3 1 X 11 14 Ga Girt 15 10 Channels 4 741 x 3 1 X 11 14 Ga Girt 15101 3 1 x 16 Ga SS Studs 1110 1 3 x 16 Ga SS Studs 15 10 3 x 16 Ga SS Studs 183 1 3 x 16 Ga SS Studs 19O Ys 3 1 x 16 Ga SS Studs 7 10 741 Half Stud Trimmers l11 Yz Half Stud Trimmers 3 11 Yz 3 x 1 x 16 Ga Channel PI 140 Long 6 1 x 1 x 13 Ga Channel 4 5 3 x 16 Ga Channel PI 11 11 1 3 x 16 Ga Channel PI 11 11
PR1
R1
R1
2R 2L 3R 3L 4R 4L 5R 5L 6R 6L 7R 7L 8R 8L 9R 9L
60 2~1f x 18 Ga Purlins 191l Ys
20 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
19 I 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
92 II 2771 x 92 x 24 Ga Corr Galv Sheets (Curved) Curved to 20 6 Rad Inside
5 Crates Reqd
BULKHEAD SHEETS
2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 54Yz x 26 Ga Galv Corr Sheet 2 26 x 54 Yz x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 G a Galv Corr Sheet 2 26 x 132 x 26 Ga Galv Corr Sheet 2 26 x 132 x 26 G a Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 89 y~ x 26 Ga Galv Corr Sheet 2 26 x 8971 x 26 Ga Galv Corr Sheet
II T3 B3
JR3 JL3
II S3 SB2
F2 F3
II
II
II
II
8 Window Sash 8 Window Heads 8 Window Sills 8 Window Jambs 8 Window Jambs
32 Splice Plates 8
160 Stay Bars 10 x 3i R H Type Z Parker Kalon Sht
Screws 8 8shy 32 x Ys RHMS
10 671 x 28 Ga Galv Flashing 54 28 3 71 x 5Ys x 28 Ga Galv Flashing (Curved) 64
1 5 Gal Can Mastic 1 5 Gal Can Paint 1 4 Wide Paint Brush
44 271 Corr Asphalt Strip 2 Wide 24 Lg
2 Metal Louvres Complete with Frame 2
28 24 Ga Sill FlashingY6 x 1 Stove Bolts with Nut amp Washer
10 x 71 Stove Bolts with Nut amp Washer 8 14 x Sheet Metal Screws Type A
104 I Splice Plates 5 x x 12 Ga x 21
Metal
DAPTATION E 0 SE UENCE
BULKHEAD FRAMING
ASSEMBLE FRAME U lATIONS
BULKHEAD SHEETS
1 Foundations Layout building SE~ E_ _
pour concrete Place channel plates
ROOFING SHEETS
COMPLETED BUILDING
2 Columns Girders and Struts
terior columns and beams bulkhead studs S4 =~ - - -- r
and T48 install rod and knee bracing P lu- b - ~-
standing columns (See pages 222324 an shy
3 Ribs and Purlins Assemble and raisE -shy
pages 26 and 27)
- _- 4 Bulkheads Assemble remainder - - shy
steel studs and girts hang doors imta
gated metal sheets louvres and fias h ~
5 Exterior Covering Insta ll g bull bull -- gt
sheets to purlins (See pages 30 a ~
ADAPTATION
FOUNDATION
1002
OUT TO
~ ~
b t
l 0 M 0 h b M
E ~
~ ~
~
~
I 0 ~
middot~ ~
~ 0 blt0
~
0 0 LL LL c-~0 0shy
Jgtgt 0 0
I
0shy ~ 0shy
rgt 0 gt
~ ~
Jgt
middot gt ~ middot ~ gt ~ 0shy
~ gt
~ ~
b
middot 0 0 M
b
~ ~
4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6
J1~i6f
~ ~ i shy
1 PI PI PI PI PI PI
r--- 1-shy
PLAN IS N SYMMETRICAL shy ABOUT ~
I -oT ~ 0
O-l--shy1
l shy r~- _ shy - shy - --shy -- shy1-
~
1 0 0
1 0
r~ rE---shy -shy _ bullbull _ -
Irl L - shy
~ CONCRETE FLOOR SLAB
0 0
~
r01 r~ L-l t~
I oT
201 200 100
0+ ~
(
I
~ PLAN IS SYMMETRICAL
ABOUT tf
~i~6 PI PI PI PI PI PI shy
4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6
3 6 46
PI
I
PI
3 6 4 6
ONE HALF FOUNDATION AND ANCHOR BOLT
OUT OF FOUNDATION
PLAN OTHER HALF SIMILAR EXCEPT OPPOSITE HAND
COL 14K C-I _____ _ 8~
h DIA x 8 ANCHOR gt-__ BOUS srI) MKG ~___ - ~
_~--~-~ -[-f---shy
---t-- ~ rth_~-COLUMN BASE - I~ AI( P4
DETAIL AT COLUMN BASE
DETAIL AT CORNER SHOWING PL ATES AND FIRST RIB
CHANNEL PLATE
PLATE AND ANCHOR BOLT
20
TION
ATION
CORNER DETAIL
FOUNDATIONS IN PLACE
a A Level the site =
rately to dimensior s 5-~
Excavate for wa S-
anchor bolts noting tha c ~- _
above finished floor line 2 - - - -- --
gineer in charge of erect -shy
suit local soil conditio-5
improperly set cut ne
torch or cold chisel
B Level the plates s-
When plates are true ~ _ -= =
with lean cement lO -~- ~-=- unit for details not sf - -- - shy
--
ADAPTATION COLUMNS GIRDERS AND STRUTS
COLUMNS AND GIRDERS SHOWING ORDER OF ERECTION bull
3 middot DIA STITCH BC middotS
STAGGERED
OPEN HOLES
bull ------
0
DETAIL AT COLUMN BASE
DJ G s 1S
22
=
ADAPTATION
COLUMNS GIoJLOIImiddot
C Next assemble the be - - DETAIL 2
erect in the same way ins~
ing N 1 This frame wi -
bull installing the four rib Seuro bullbull shy
wood staging can be no ~
in the manner just ot ~-= -
DETAIL 1
n A Assemble columns gin-=_
y e sections) on the grour
-
shy
tion in the building Boi
gether with 314 x I1jz stitch bo
one open hole opposite each bo
B Build wooden staging simi ashy
drawings Then assemble on - - r
~
-~___=O
_ _
marked A on drawing comple euro
column caps and bases knee b r aeshy
angles and bent plates for rib
bent into position brace and
bolts
RIBS AND GIRDERS
ADAPTATION
COLUMNS GIRDERS AND STRUTS
DETAIL 4 DETAIL 3
Ys SQ NUTS
W ASHERS FOR TIE RODSDETAIL OF TIE RODS
24 DETAIL SHOWING ANGLE CONNECTION
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
dolMshy OUT TO OJT FGJHClFnION ____ _
or 3ULKHEAD
L
RW-~I T~~ ~W Z()2 ~OClS ~Wle 1 ~RKTS
C
-trCORA SHST 5 CIJ~YEC 10 2O ~R AAOIIJS
~ews ef ac
l~~~O~ILS $Ee
b ~1-------Ly--t~WN~ t-40 ltQ
~
~lASHI~G M~ ~2
r~~ SHEET
A HQLnTE SCREWS
4a~ ) BX 146F1~C COtmt4ollOOS GJAT
pHD Wlltgtlt BOCT C~Rmiddot ~ET
F t- ytOOD SG12e-N amp WITH ampXP 5ol11ElDS
SECTION 12-0
TION ~ ~ middotmiddot O
REVISIONS STRAN STEEl DIVISION
GREAT LAKES STEfl CORPORATiON DETROIT MICHIGAN
SSRR 40xiOO CONVE ION TYPE UTI Ll -L Gmiddot
E 2 A5 NoreD
STUD
28
1a X 31
1 _ - - jUO( __I
~-~ t DS
ACTUAL BETWEEN HEAD TOP CHANNEL OF DOOR
t ~J
HEAD
0 o o C 0
2 lt)
z ~ o
3Ji( ~ RH STOVE BOLT
WEDGE MK Wl0QL OR R
TAB MK Wl0l FINISHED FLOOR
SILL BEYOND OPENING SCALE V FULL SIZE
7------ 4 HO LTTfE se RE S AT Ll
CLEARANCE CHANNEL amp L
4V4 ~ X 3l- x U GA
R W ~20-2 TRUCKS R W 18-31 amp 19-31 BRAC-ltE middot R W 11-31 CENTER BRAC l(fl
1 1
SCALE Y2 FULL SIZE
4 HOLTlTE SCREWS AT EACH STUD -shy-IoIIh---------
FINISHED FLOOR
3-16 GA CHANNEL PLATE
GRADE
GRAPHIC SCALE 2 3 4
I I I Size
2 3 4
I I I
OPENING
r 2 B 2 0 2 0 2 0 2 0 2 8
I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31
-]1 rr-- flUSH puL I _lt l Rt 1ro-l
- r- PADLOCK LA ES
I R W 139 I
I
J 1 -
19 X 31
_ ~ r-~ WEDGE MK HIOOl
-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-
L- fOOR CENTER STOP -- R W 55 GUIDE ROLLER amp
K ~ R W 171 -2 DIAMOND EXPANSION SHIELDDETAIL OR EQUAL FOR Y2 LAG
SC REW OTHER SIDE SAME
INTERIOR ELEVATION SCALE Yz - l middotO I
tROLLER R W I SS
BE lI TACHING
rOM CHAN l
~ L L J L=~ ~
I I I I I I
I
OPENING
__Jil _ 1_
flOOR CENTER STOP RW - 171-2 ~--f =b -~~ Iftlrr--- 2V X 16 F H WOOD SCREWiH~ ilil IUt+--- 122 u S E SCREW ANCHOR 2 L-lLYJ
3E MI( WlOOL amp R DETAIL K EN TO BOTTOM NL WITH 2li SCALE FULL SIZE
UUI CONTRACT ~ = middot 0
STOVE BOLTS
PAINT NOTE PAINT All SURFACES OF DOOR lEAVES 1 (ONE) STANDARD SHOP COAT OF METALLIC PRIMING PAINT BEfORE SHIPMENT SEE BIM FOR SPECIFICATION OF FINISH COAT OF PAINT
NOTE HARDWARE TO BE RICHARD-WILCOX OR EQUAL PADLOCKS ARE NOT FURNISHED UNDER THIS
0 I
I I 17 FULL
0 6 I
lG
5 6
I II
S 6
I I
-00
-BILL OF MATERIAL FOR 1 BUILDI NG Item N o o f Mark Pieces
6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1
1 72
B6 4 Al 4
4L2 L3 8
RC1 20 240 240 100 100
3500
350 3500 3500
3500
100I
PI 26 -
Crate Contents
HD816 American Fork amp Hoe Claw Hammer 1510 Mayhew Steel 101 Screw Drivers 1 x 8 11 Endres Center Punches
I 175 Warren Drift Pins AC1l2 Crescent 12 1 Adjustable Wrenches 21 Sargent 16 oz Plumb Bob 14 Danielson 10 1 Combination Pliers A9 Endres 11 Cold Chisels 236 Stanley 60 1 ZZ Rule ISO Coil 16 Ga Annealed Wire 250 Coil 9 Ga Annealed Wire 24 Warren Wrecking Bar 809 Atkins 26 Hand Saw 274 F E Hand Axe (American Fork amp Hoe) 347N 24 Wood Level Stanley Balls 100 Masons Line Pcs Blue Chalk 2165 Union Hack Saw Frame and 6 Blades 60 Coil Sisal Rope (Bowan amp Allison) B1 Crescent Mastic Guns A110 Crescent 10 Adjustable Wrench
NOTE Tool Kits-5 Tool Kits Required for 8 Buildings
I
Set Erection Instructions Yz l Dia x 8 Anchor Bolts with Nuts and Washes 31 x U61 Splice Plates 08Yzl 6 1 x 13 Ga Channel 0 2 Yzl Angles 2 x 2I x 8 Ga O 10 11 Angles 3 1 x 2 1 X 8 Ga O2 Yzl 3 1 Raft er Clips 1 x 1 Y M ach Bolts with Sq Nuts 1 Cut Steel Washers Yzl x 11 Machine Bolts with Sq Nuts Yzl Cut Steel Washers 14 x 1 Cadmium Plated Sheet Metal Screws P K
Style A 8d Common Nails 8d Double Head Galv Nails Comb Steel and Fibre Washers with 140 Dia Hole
in Center Comb Steel and Fibre Washers with 250 1 Dia Hole
in Center Filshie Nails 6 x 1 x 16 Ga Channel PI 4 2 Lg
-
Item Mark
lOR 10L 11
W100R W100L WI01
L1 T1R TIL Sl S2 S3 S4 S5
T24 T48 P2 P6 P7 P8
N o of Pieces
2 2 2 4
16 4
12 8
2 4
16 2 6 2 2 4
I 8 8
4 2 2 4
20 20
4 2 2 4 4 4 4 4 4 8 4 4 4 8
Crate Contents
BULKHEAD SHEETS (Continued)
26 1 x 102 1 x 26 Ga Galv Corr Sheet 26 1 x 102 1 x 26 Ga Galv Corr Sheet 261 X 136 11 x 26 Ga Galv Corr Sheet 261 x 1261 x 26 Ga Galv Corr Sheet 26 1 x 1241 x 26 Ga Galv Corr Sheet 26 x 56 1 x 26 Ga Galv Corr Sheet 261 x 521 x 26 Ga Galv Corr Sheet 261 x 26 x 26 Ga Galv Corr Sheet
Pro 601 x 12 0 1 Steel Sliding Doors 19 x 31 End Track Brackets 18 x 31 Track Brackets 11 x 31 Center Brackets Pcs 31 Door Track 8 0 1 Long Pro 55 Door Guide Rollers with Lag Screws 171-2 Door Center Floor Stops Pro 20 -2 Door Trucks 16 x 2 Yzl Lg F H Wood Screws 122 USE Screw Anchors 1 ID x 21 Lg for 16 Wood
Screws Diamond Expansion Shields for 11 Lag Screws L 1Ys X 1 x 12 Ga x 0 6 (Door Wedge) L 1Ysl X x 12 Ga x 06 1 (Door Wedge) 2 x 12 Ga Door Tab 3 1 Long U61 x 11 R Hd Stove Bolts with Sq Nuts 1 Cut Steel Washers
BULKHEAD FRAMING
Angles 3 1 x 3 1 x 14 Ga Brace 8 3 74 Channels 4 741 x 3 1 X 11 14 Ga Girt 15 10 Channels 4 741 x 3 1 X 11 14 Ga Girt 15101 3 1 x 16 Ga SS Studs 1110 1 3 x 16 Ga SS Studs 15 10 3 x 16 Ga SS Studs 183 1 3 x 16 Ga SS Studs 19O Ys 3 1 x 16 Ga SS Studs 7 10 741 Half Stud Trimmers l11 Yz Half Stud Trimmers 3 11 Yz 3 x 1 x 16 Ga Channel PI 140 Long 6 1 x 1 x 13 Ga Channel 4 5 3 x 16 Ga Channel PI 11 11 1 3 x 16 Ga Channel PI 11 11
PR1
R1
R1
2R 2L 3R 3L 4R 4L 5R 5L 6R 6L 7R 7L 8R 8L 9R 9L
60 2~1f x 18 Ga Purlins 191l Ys
20 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
19 I 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
92 II 2771 x 92 x 24 Ga Corr Galv Sheets (Curved) Curved to 20 6 Rad Inside
5 Crates Reqd
BULKHEAD SHEETS
2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 54Yz x 26 Ga Galv Corr Sheet 2 26 x 54 Yz x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 G a Galv Corr Sheet 2 26 x 132 x 26 Ga Galv Corr Sheet 2 26 x 132 x 26 G a Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 89 y~ x 26 Ga Galv Corr Sheet 2 26 x 8971 x 26 Ga Galv Corr Sheet
II T3 B3
JR3 JL3
II S3 SB2
F2 F3
II
II
II
II
8 Window Sash 8 Window Heads 8 Window Sills 8 Window Jambs 8 Window Jambs
32 Splice Plates 8
160 Stay Bars 10 x 3i R H Type Z Parker Kalon Sht
Screws 8 8shy 32 x Ys RHMS
10 671 x 28 Ga Galv Flashing 54 28 3 71 x 5Ys x 28 Ga Galv Flashing (Curved) 64
1 5 Gal Can Mastic 1 5 Gal Can Paint 1 4 Wide Paint Brush
44 271 Corr Asphalt Strip 2 Wide 24 Lg
2 Metal Louvres Complete with Frame 2
28 24 Ga Sill FlashingY6 x 1 Stove Bolts with Nut amp Washer
10 x 71 Stove Bolts with Nut amp Washer 8 14 x Sheet Metal Screws Type A
104 I Splice Plates 5 x x 12 Ga x 21
Metal
DAPTATION E 0 SE UENCE
BULKHEAD FRAMING
ASSEMBLE FRAME U lATIONS
BULKHEAD SHEETS
1 Foundations Layout building SE~ E_ _
pour concrete Place channel plates
ROOFING SHEETS
COMPLETED BUILDING
2 Columns Girders and Struts
terior columns and beams bulkhead studs S4 =~ - - -- r
and T48 install rod and knee bracing P lu- b - ~-
standing columns (See pages 222324 an shy
3 Ribs and Purlins Assemble and raisE -shy
pages 26 and 27)
- _- 4 Bulkheads Assemble remainder - - shy
steel studs and girts hang doors imta
gated metal sheets louvres and fias h ~
5 Exterior Covering Insta ll g bull bull -- gt
sheets to purlins (See pages 30 a ~
ADAPTATION
FOUNDATION
1002
OUT TO
~ ~
b t
l 0 M 0 h b M
E ~
~ ~
~
~
I 0 ~
middot~ ~
~ 0 blt0
~
0 0 LL LL c-~0 0shy
Jgtgt 0 0
I
0shy ~ 0shy
rgt 0 gt
~ ~
Jgt
middot gt ~ middot ~ gt ~ 0shy
~ gt
~ ~
b
middot 0 0 M
b
~ ~
4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6
J1~i6f
~ ~ i shy
1 PI PI PI PI PI PI
r--- 1-shy
PLAN IS N SYMMETRICAL shy ABOUT ~
I -oT ~ 0
O-l--shy1
l shy r~- _ shy - shy - --shy -- shy1-
~
1 0 0
1 0
r~ rE---shy -shy _ bullbull _ -
Irl L - shy
~ CONCRETE FLOOR SLAB
0 0
~
r01 r~ L-l t~
I oT
201 200 100
0+ ~
(
I
~ PLAN IS SYMMETRICAL
ABOUT tf
~i~6 PI PI PI PI PI PI shy
4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6
3 6 46
PI
I
PI
3 6 4 6
ONE HALF FOUNDATION AND ANCHOR BOLT
OUT OF FOUNDATION
PLAN OTHER HALF SIMILAR EXCEPT OPPOSITE HAND
COL 14K C-I _____ _ 8~
h DIA x 8 ANCHOR gt-__ BOUS srI) MKG ~___ - ~
_~--~-~ -[-f---shy
---t-- ~ rth_~-COLUMN BASE - I~ AI( P4
DETAIL AT COLUMN BASE
DETAIL AT CORNER SHOWING PL ATES AND FIRST RIB
CHANNEL PLATE
PLATE AND ANCHOR BOLT
20
TION
ATION
CORNER DETAIL
FOUNDATIONS IN PLACE
a A Level the site =
rately to dimensior s 5-~
Excavate for wa S-
anchor bolts noting tha c ~- _
above finished floor line 2 - - - -- --
gineer in charge of erect -shy
suit local soil conditio-5
improperly set cut ne
torch or cold chisel
B Level the plates s-
When plates are true ~ _ -= =
with lean cement lO -~- ~-=- unit for details not sf - -- - shy
--
ADAPTATION COLUMNS GIRDERS AND STRUTS
COLUMNS AND GIRDERS SHOWING ORDER OF ERECTION bull
3 middot DIA STITCH BC middotS
STAGGERED
OPEN HOLES
bull ------
0
DETAIL AT COLUMN BASE
DJ G s 1S
22
=
ADAPTATION
COLUMNS GIoJLOIImiddot
C Next assemble the be - - DETAIL 2
erect in the same way ins~
ing N 1 This frame wi -
bull installing the four rib Seuro bullbull shy
wood staging can be no ~
in the manner just ot ~-= -
DETAIL 1
n A Assemble columns gin-=_
y e sections) on the grour
-
shy
tion in the building Boi
gether with 314 x I1jz stitch bo
one open hole opposite each bo
B Build wooden staging simi ashy
drawings Then assemble on - - r
~
-~___=O
_ _
marked A on drawing comple euro
column caps and bases knee b r aeshy
angles and bent plates for rib
bent into position brace and
bolts
RIBS AND GIRDERS
ADAPTATION
COLUMNS GIRDERS AND STRUTS
DETAIL 4 DETAIL 3
Ys SQ NUTS
W ASHERS FOR TIE RODSDETAIL OF TIE RODS
24 DETAIL SHOWING ANGLE CONNECTION
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
STUD
28
1a X 31
1 _ - - jUO( __I
~-~ t DS
ACTUAL BETWEEN HEAD TOP CHANNEL OF DOOR
t ~J
HEAD
0 o o C 0
2 lt)
z ~ o
3Ji( ~ RH STOVE BOLT
WEDGE MK Wl0QL OR R
TAB MK Wl0l FINISHED FLOOR
SILL BEYOND OPENING SCALE V FULL SIZE
7------ 4 HO LTTfE se RE S AT Ll
CLEARANCE CHANNEL amp L
4V4 ~ X 3l- x U GA
R W ~20-2 TRUCKS R W 18-31 amp 19-31 BRAC-ltE middot R W 11-31 CENTER BRAC l(fl
1 1
SCALE Y2 FULL SIZE
4 HOLTlTE SCREWS AT EACH STUD -shy-IoIIh---------
FINISHED FLOOR
3-16 GA CHANNEL PLATE
GRADE
GRAPHIC SCALE 2 3 4
I I I Size
2 3 4
I I I
OPENING
r 2 B 2 0 2 0 2 0 2 0 2 8
I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31
-]1 rr-- flUSH puL I _lt l Rt 1ro-l
- r- PADLOCK LA ES
I R W 139 I
I
J 1 -
19 X 31
_ ~ r-~ WEDGE MK HIOOl
-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-
L- fOOR CENTER STOP -- R W 55 GUIDE ROLLER amp
K ~ R W 171 -2 DIAMOND EXPANSION SHIELDDETAIL OR EQUAL FOR Y2 LAG
SC REW OTHER SIDE SAME
INTERIOR ELEVATION SCALE Yz - l middotO I
tROLLER R W I SS
BE lI TACHING
rOM CHAN l
~ L L J L=~ ~
I I I I I I
I
OPENING
__Jil _ 1_
flOOR CENTER STOP RW - 171-2 ~--f =b -~~ Iftlrr--- 2V X 16 F H WOOD SCREWiH~ ilil IUt+--- 122 u S E SCREW ANCHOR 2 L-lLYJ
3E MI( WlOOL amp R DETAIL K EN TO BOTTOM NL WITH 2li SCALE FULL SIZE
UUI CONTRACT ~ = middot 0
STOVE BOLTS
PAINT NOTE PAINT All SURFACES OF DOOR lEAVES 1 (ONE) STANDARD SHOP COAT OF METALLIC PRIMING PAINT BEfORE SHIPMENT SEE BIM FOR SPECIFICATION OF FINISH COAT OF PAINT
NOTE HARDWARE TO BE RICHARD-WILCOX OR EQUAL PADLOCKS ARE NOT FURNISHED UNDER THIS
0 I
I I 17 FULL
0 6 I
lG
5 6
I II
S 6
I I
-00
-BILL OF MATERIAL FOR 1 BUILDI NG Item N o o f Mark Pieces
6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1
1 72
B6 4 Al 4
4L2 L3 8
RC1 20 240 240 100 100
3500
350 3500 3500
3500
100I
PI 26 -
Crate Contents
HD816 American Fork amp Hoe Claw Hammer 1510 Mayhew Steel 101 Screw Drivers 1 x 8 11 Endres Center Punches
I 175 Warren Drift Pins AC1l2 Crescent 12 1 Adjustable Wrenches 21 Sargent 16 oz Plumb Bob 14 Danielson 10 1 Combination Pliers A9 Endres 11 Cold Chisels 236 Stanley 60 1 ZZ Rule ISO Coil 16 Ga Annealed Wire 250 Coil 9 Ga Annealed Wire 24 Warren Wrecking Bar 809 Atkins 26 Hand Saw 274 F E Hand Axe (American Fork amp Hoe) 347N 24 Wood Level Stanley Balls 100 Masons Line Pcs Blue Chalk 2165 Union Hack Saw Frame and 6 Blades 60 Coil Sisal Rope (Bowan amp Allison) B1 Crescent Mastic Guns A110 Crescent 10 Adjustable Wrench
NOTE Tool Kits-5 Tool Kits Required for 8 Buildings
I
Set Erection Instructions Yz l Dia x 8 Anchor Bolts with Nuts and Washes 31 x U61 Splice Plates 08Yzl 6 1 x 13 Ga Channel 0 2 Yzl Angles 2 x 2I x 8 Ga O 10 11 Angles 3 1 x 2 1 X 8 Ga O2 Yzl 3 1 Raft er Clips 1 x 1 Y M ach Bolts with Sq Nuts 1 Cut Steel Washers Yzl x 11 Machine Bolts with Sq Nuts Yzl Cut Steel Washers 14 x 1 Cadmium Plated Sheet Metal Screws P K
Style A 8d Common Nails 8d Double Head Galv Nails Comb Steel and Fibre Washers with 140 Dia Hole
in Center Comb Steel and Fibre Washers with 250 1 Dia Hole
in Center Filshie Nails 6 x 1 x 16 Ga Channel PI 4 2 Lg
-
Item Mark
lOR 10L 11
W100R W100L WI01
L1 T1R TIL Sl S2 S3 S4 S5
T24 T48 P2 P6 P7 P8
N o of Pieces
2 2 2 4
16 4
12 8
2 4
16 2 6 2 2 4
I 8 8
4 2 2 4
20 20
4 2 2 4 4 4 4 4 4 8 4 4 4 8
Crate Contents
BULKHEAD SHEETS (Continued)
26 1 x 102 1 x 26 Ga Galv Corr Sheet 26 1 x 102 1 x 26 Ga Galv Corr Sheet 261 X 136 11 x 26 Ga Galv Corr Sheet 261 x 1261 x 26 Ga Galv Corr Sheet 26 1 x 1241 x 26 Ga Galv Corr Sheet 26 x 56 1 x 26 Ga Galv Corr Sheet 261 x 521 x 26 Ga Galv Corr Sheet 261 x 26 x 26 Ga Galv Corr Sheet
Pro 601 x 12 0 1 Steel Sliding Doors 19 x 31 End Track Brackets 18 x 31 Track Brackets 11 x 31 Center Brackets Pcs 31 Door Track 8 0 1 Long Pro 55 Door Guide Rollers with Lag Screws 171-2 Door Center Floor Stops Pro 20 -2 Door Trucks 16 x 2 Yzl Lg F H Wood Screws 122 USE Screw Anchors 1 ID x 21 Lg for 16 Wood
Screws Diamond Expansion Shields for 11 Lag Screws L 1Ys X 1 x 12 Ga x 0 6 (Door Wedge) L 1Ysl X x 12 Ga x 06 1 (Door Wedge) 2 x 12 Ga Door Tab 3 1 Long U61 x 11 R Hd Stove Bolts with Sq Nuts 1 Cut Steel Washers
BULKHEAD FRAMING
Angles 3 1 x 3 1 x 14 Ga Brace 8 3 74 Channels 4 741 x 3 1 X 11 14 Ga Girt 15 10 Channels 4 741 x 3 1 X 11 14 Ga Girt 15101 3 1 x 16 Ga SS Studs 1110 1 3 x 16 Ga SS Studs 15 10 3 x 16 Ga SS Studs 183 1 3 x 16 Ga SS Studs 19O Ys 3 1 x 16 Ga SS Studs 7 10 741 Half Stud Trimmers l11 Yz Half Stud Trimmers 3 11 Yz 3 x 1 x 16 Ga Channel PI 140 Long 6 1 x 1 x 13 Ga Channel 4 5 3 x 16 Ga Channel PI 11 11 1 3 x 16 Ga Channel PI 11 11
PR1
R1
R1
2R 2L 3R 3L 4R 4L 5R 5L 6R 6L 7R 7L 8R 8L 9R 9L
60 2~1f x 18 Ga Purlins 191l Ys
20 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
19 I 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
92 II 2771 x 92 x 24 Ga Corr Galv Sheets (Curved) Curved to 20 6 Rad Inside
5 Crates Reqd
BULKHEAD SHEETS
2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 54Yz x 26 Ga Galv Corr Sheet 2 26 x 54 Yz x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 G a Galv Corr Sheet 2 26 x 132 x 26 Ga Galv Corr Sheet 2 26 x 132 x 26 G a Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 89 y~ x 26 Ga Galv Corr Sheet 2 26 x 8971 x 26 Ga Galv Corr Sheet
II T3 B3
JR3 JL3
II S3 SB2
F2 F3
II
II
II
II
8 Window Sash 8 Window Heads 8 Window Sills 8 Window Jambs 8 Window Jambs
32 Splice Plates 8
160 Stay Bars 10 x 3i R H Type Z Parker Kalon Sht
Screws 8 8shy 32 x Ys RHMS
10 671 x 28 Ga Galv Flashing 54 28 3 71 x 5Ys x 28 Ga Galv Flashing (Curved) 64
1 5 Gal Can Mastic 1 5 Gal Can Paint 1 4 Wide Paint Brush
44 271 Corr Asphalt Strip 2 Wide 24 Lg
2 Metal Louvres Complete with Frame 2
28 24 Ga Sill FlashingY6 x 1 Stove Bolts with Nut amp Washer
10 x 71 Stove Bolts with Nut amp Washer 8 14 x Sheet Metal Screws Type A
104 I Splice Plates 5 x x 12 Ga x 21
Metal
DAPTATION E 0 SE UENCE
BULKHEAD FRAMING
ASSEMBLE FRAME U lATIONS
BULKHEAD SHEETS
1 Foundations Layout building SE~ E_ _
pour concrete Place channel plates
ROOFING SHEETS
COMPLETED BUILDING
2 Columns Girders and Struts
terior columns and beams bulkhead studs S4 =~ - - -- r
and T48 install rod and knee bracing P lu- b - ~-
standing columns (See pages 222324 an shy
3 Ribs and Purlins Assemble and raisE -shy
pages 26 and 27)
- _- 4 Bulkheads Assemble remainder - - shy
steel studs and girts hang doors imta
gated metal sheets louvres and fias h ~
5 Exterior Covering Insta ll g bull bull -- gt
sheets to purlins (See pages 30 a ~
ADAPTATION
FOUNDATION
1002
OUT TO
~ ~
b t
l 0 M 0 h b M
E ~
~ ~
~
~
I 0 ~
middot~ ~
~ 0 blt0
~
0 0 LL LL c-~0 0shy
Jgtgt 0 0
I
0shy ~ 0shy
rgt 0 gt
~ ~
Jgt
middot gt ~ middot ~ gt ~ 0shy
~ gt
~ ~
b
middot 0 0 M
b
~ ~
4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6
J1~i6f
~ ~ i shy
1 PI PI PI PI PI PI
r--- 1-shy
PLAN IS N SYMMETRICAL shy ABOUT ~
I -oT ~ 0
O-l--shy1
l shy r~- _ shy - shy - --shy -- shy1-
~
1 0 0
1 0
r~ rE---shy -shy _ bullbull _ -
Irl L - shy
~ CONCRETE FLOOR SLAB
0 0
~
r01 r~ L-l t~
I oT
201 200 100
0+ ~
(
I
~ PLAN IS SYMMETRICAL
ABOUT tf
~i~6 PI PI PI PI PI PI shy
4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6
3 6 46
PI
I
PI
3 6 4 6
ONE HALF FOUNDATION AND ANCHOR BOLT
OUT OF FOUNDATION
PLAN OTHER HALF SIMILAR EXCEPT OPPOSITE HAND
COL 14K C-I _____ _ 8~
h DIA x 8 ANCHOR gt-__ BOUS srI) MKG ~___ - ~
_~--~-~ -[-f---shy
---t-- ~ rth_~-COLUMN BASE - I~ AI( P4
DETAIL AT COLUMN BASE
DETAIL AT CORNER SHOWING PL ATES AND FIRST RIB
CHANNEL PLATE
PLATE AND ANCHOR BOLT
20
TION
ATION
CORNER DETAIL
FOUNDATIONS IN PLACE
a A Level the site =
rately to dimensior s 5-~
Excavate for wa S-
anchor bolts noting tha c ~- _
above finished floor line 2 - - - -- --
gineer in charge of erect -shy
suit local soil conditio-5
improperly set cut ne
torch or cold chisel
B Level the plates s-
When plates are true ~ _ -= =
with lean cement lO -~- ~-=- unit for details not sf - -- - shy
--
ADAPTATION COLUMNS GIRDERS AND STRUTS
COLUMNS AND GIRDERS SHOWING ORDER OF ERECTION bull
3 middot DIA STITCH BC middotS
STAGGERED
OPEN HOLES
bull ------
0
DETAIL AT COLUMN BASE
DJ G s 1S
22
=
ADAPTATION
COLUMNS GIoJLOIImiddot
C Next assemble the be - - DETAIL 2
erect in the same way ins~
ing N 1 This frame wi -
bull installing the four rib Seuro bullbull shy
wood staging can be no ~
in the manner just ot ~-= -
DETAIL 1
n A Assemble columns gin-=_
y e sections) on the grour
-
shy
tion in the building Boi
gether with 314 x I1jz stitch bo
one open hole opposite each bo
B Build wooden staging simi ashy
drawings Then assemble on - - r
~
-~___=O
_ _
marked A on drawing comple euro
column caps and bases knee b r aeshy
angles and bent plates for rib
bent into position brace and
bolts
RIBS AND GIRDERS
ADAPTATION
COLUMNS GIRDERS AND STRUTS
DETAIL 4 DETAIL 3
Ys SQ NUTS
W ASHERS FOR TIE RODSDETAIL OF TIE RODS
24 DETAIL SHOWING ANGLE CONNECTION
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
GRAPHIC SCALE 2 3 4
I I I Size
2 3 4
I I I
OPENING
r 2 B 2 0 2 0 2 0 2 0 2 8
I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31
-]1 rr-- flUSH puL I _lt l Rt 1ro-l
- r- PADLOCK LA ES
I R W 139 I
I
J 1 -
19 X 31
_ ~ r-~ WEDGE MK HIOOl
-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-
L- fOOR CENTER STOP -- R W 55 GUIDE ROLLER amp
K ~ R W 171 -2 DIAMOND EXPANSION SHIELDDETAIL OR EQUAL FOR Y2 LAG
SC REW OTHER SIDE SAME
INTERIOR ELEVATION SCALE Yz - l middotO I
tROLLER R W I SS
BE lI TACHING
rOM CHAN l
~ L L J L=~ ~
I I I I I I
I
OPENING
__Jil _ 1_
flOOR CENTER STOP RW - 171-2 ~--f =b -~~ Iftlrr--- 2V X 16 F H WOOD SCREWiH~ ilil IUt+--- 122 u S E SCREW ANCHOR 2 L-lLYJ
3E MI( WlOOL amp R DETAIL K EN TO BOTTOM NL WITH 2li SCALE FULL SIZE
UUI CONTRACT ~ = middot 0
STOVE BOLTS
PAINT NOTE PAINT All SURFACES OF DOOR lEAVES 1 (ONE) STANDARD SHOP COAT OF METALLIC PRIMING PAINT BEfORE SHIPMENT SEE BIM FOR SPECIFICATION OF FINISH COAT OF PAINT
NOTE HARDWARE TO BE RICHARD-WILCOX OR EQUAL PADLOCKS ARE NOT FURNISHED UNDER THIS
0 I
I I 17 FULL
0 6 I
lG
5 6
I II
S 6
I I
-00
-BILL OF MATERIAL FOR 1 BUILDI NG Item N o o f Mark Pieces
6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1
1 72
B6 4 Al 4
4L2 L3 8
RC1 20 240 240 100 100
3500
350 3500 3500
3500
100I
PI 26 -
Crate Contents
HD816 American Fork amp Hoe Claw Hammer 1510 Mayhew Steel 101 Screw Drivers 1 x 8 11 Endres Center Punches
I 175 Warren Drift Pins AC1l2 Crescent 12 1 Adjustable Wrenches 21 Sargent 16 oz Plumb Bob 14 Danielson 10 1 Combination Pliers A9 Endres 11 Cold Chisels 236 Stanley 60 1 ZZ Rule ISO Coil 16 Ga Annealed Wire 250 Coil 9 Ga Annealed Wire 24 Warren Wrecking Bar 809 Atkins 26 Hand Saw 274 F E Hand Axe (American Fork amp Hoe) 347N 24 Wood Level Stanley Balls 100 Masons Line Pcs Blue Chalk 2165 Union Hack Saw Frame and 6 Blades 60 Coil Sisal Rope (Bowan amp Allison) B1 Crescent Mastic Guns A110 Crescent 10 Adjustable Wrench
NOTE Tool Kits-5 Tool Kits Required for 8 Buildings
I
Set Erection Instructions Yz l Dia x 8 Anchor Bolts with Nuts and Washes 31 x U61 Splice Plates 08Yzl 6 1 x 13 Ga Channel 0 2 Yzl Angles 2 x 2I x 8 Ga O 10 11 Angles 3 1 x 2 1 X 8 Ga O2 Yzl 3 1 Raft er Clips 1 x 1 Y M ach Bolts with Sq Nuts 1 Cut Steel Washers Yzl x 11 Machine Bolts with Sq Nuts Yzl Cut Steel Washers 14 x 1 Cadmium Plated Sheet Metal Screws P K
Style A 8d Common Nails 8d Double Head Galv Nails Comb Steel and Fibre Washers with 140 Dia Hole
in Center Comb Steel and Fibre Washers with 250 1 Dia Hole
in Center Filshie Nails 6 x 1 x 16 Ga Channel PI 4 2 Lg
-
Item Mark
lOR 10L 11
W100R W100L WI01
L1 T1R TIL Sl S2 S3 S4 S5
T24 T48 P2 P6 P7 P8
N o of Pieces
2 2 2 4
16 4
12 8
2 4
16 2 6 2 2 4
I 8 8
4 2 2 4
20 20
4 2 2 4 4 4 4 4 4 8 4 4 4 8
Crate Contents
BULKHEAD SHEETS (Continued)
26 1 x 102 1 x 26 Ga Galv Corr Sheet 26 1 x 102 1 x 26 Ga Galv Corr Sheet 261 X 136 11 x 26 Ga Galv Corr Sheet 261 x 1261 x 26 Ga Galv Corr Sheet 26 1 x 1241 x 26 Ga Galv Corr Sheet 26 x 56 1 x 26 Ga Galv Corr Sheet 261 x 521 x 26 Ga Galv Corr Sheet 261 x 26 x 26 Ga Galv Corr Sheet
Pro 601 x 12 0 1 Steel Sliding Doors 19 x 31 End Track Brackets 18 x 31 Track Brackets 11 x 31 Center Brackets Pcs 31 Door Track 8 0 1 Long Pro 55 Door Guide Rollers with Lag Screws 171-2 Door Center Floor Stops Pro 20 -2 Door Trucks 16 x 2 Yzl Lg F H Wood Screws 122 USE Screw Anchors 1 ID x 21 Lg for 16 Wood
Screws Diamond Expansion Shields for 11 Lag Screws L 1Ys X 1 x 12 Ga x 0 6 (Door Wedge) L 1Ysl X x 12 Ga x 06 1 (Door Wedge) 2 x 12 Ga Door Tab 3 1 Long U61 x 11 R Hd Stove Bolts with Sq Nuts 1 Cut Steel Washers
BULKHEAD FRAMING
Angles 3 1 x 3 1 x 14 Ga Brace 8 3 74 Channels 4 741 x 3 1 X 11 14 Ga Girt 15 10 Channels 4 741 x 3 1 X 11 14 Ga Girt 15101 3 1 x 16 Ga SS Studs 1110 1 3 x 16 Ga SS Studs 15 10 3 x 16 Ga SS Studs 183 1 3 x 16 Ga SS Studs 19O Ys 3 1 x 16 Ga SS Studs 7 10 741 Half Stud Trimmers l11 Yz Half Stud Trimmers 3 11 Yz 3 x 1 x 16 Ga Channel PI 140 Long 6 1 x 1 x 13 Ga Channel 4 5 3 x 16 Ga Channel PI 11 11 1 3 x 16 Ga Channel PI 11 11
PR1
R1
R1
2R 2L 3R 3L 4R 4L 5R 5L 6R 6L 7R 7L 8R 8L 9R 9L
60 2~1f x 18 Ga Purlins 191l Ys
20 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
19 I 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
92 II 2771 x 92 x 24 Ga Corr Galv Sheets (Curved) Curved to 20 6 Rad Inside
5 Crates Reqd
BULKHEAD SHEETS
2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 54Yz x 26 Ga Galv Corr Sheet 2 26 x 54 Yz x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 G a Galv Corr Sheet 2 26 x 132 x 26 Ga Galv Corr Sheet 2 26 x 132 x 26 G a Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 89 y~ x 26 Ga Galv Corr Sheet 2 26 x 8971 x 26 Ga Galv Corr Sheet
II T3 B3
JR3 JL3
II S3 SB2
F2 F3
II
II
II
II
8 Window Sash 8 Window Heads 8 Window Sills 8 Window Jambs 8 Window Jambs
32 Splice Plates 8
160 Stay Bars 10 x 3i R H Type Z Parker Kalon Sht
Screws 8 8shy 32 x Ys RHMS
10 671 x 28 Ga Galv Flashing 54 28 3 71 x 5Ys x 28 Ga Galv Flashing (Curved) 64
1 5 Gal Can Mastic 1 5 Gal Can Paint 1 4 Wide Paint Brush
44 271 Corr Asphalt Strip 2 Wide 24 Lg
2 Metal Louvres Complete with Frame 2
28 24 Ga Sill FlashingY6 x 1 Stove Bolts with Nut amp Washer
10 x 71 Stove Bolts with Nut amp Washer 8 14 x Sheet Metal Screws Type A
104 I Splice Plates 5 x x 12 Ga x 21
Metal
DAPTATION E 0 SE UENCE
BULKHEAD FRAMING
ASSEMBLE FRAME U lATIONS
BULKHEAD SHEETS
1 Foundations Layout building SE~ E_ _
pour concrete Place channel plates
ROOFING SHEETS
COMPLETED BUILDING
2 Columns Girders and Struts
terior columns and beams bulkhead studs S4 =~ - - -- r
and T48 install rod and knee bracing P lu- b - ~-
standing columns (See pages 222324 an shy
3 Ribs and Purlins Assemble and raisE -shy
pages 26 and 27)
- _- 4 Bulkheads Assemble remainder - - shy
steel studs and girts hang doors imta
gated metal sheets louvres and fias h ~
5 Exterior Covering Insta ll g bull bull -- gt
sheets to purlins (See pages 30 a ~
ADAPTATION
FOUNDATION
1002
OUT TO
~ ~
b t
l 0 M 0 h b M
E ~
~ ~
~
~
I 0 ~
middot~ ~
~ 0 blt0
~
0 0 LL LL c-~0 0shy
Jgtgt 0 0
I
0shy ~ 0shy
rgt 0 gt
~ ~
Jgt
middot gt ~ middot ~ gt ~ 0shy
~ gt
~ ~
b
middot 0 0 M
b
~ ~
4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6
J1~i6f
~ ~ i shy
1 PI PI PI PI PI PI
r--- 1-shy
PLAN IS N SYMMETRICAL shy ABOUT ~
I -oT ~ 0
O-l--shy1
l shy r~- _ shy - shy - --shy -- shy1-
~
1 0 0
1 0
r~ rE---shy -shy _ bullbull _ -
Irl L - shy
~ CONCRETE FLOOR SLAB
0 0
~
r01 r~ L-l t~
I oT
201 200 100
0+ ~
(
I
~ PLAN IS SYMMETRICAL
ABOUT tf
~i~6 PI PI PI PI PI PI shy
4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6
3 6 46
PI
I
PI
3 6 4 6
ONE HALF FOUNDATION AND ANCHOR BOLT
OUT OF FOUNDATION
PLAN OTHER HALF SIMILAR EXCEPT OPPOSITE HAND
COL 14K C-I _____ _ 8~
h DIA x 8 ANCHOR gt-__ BOUS srI) MKG ~___ - ~
_~--~-~ -[-f---shy
---t-- ~ rth_~-COLUMN BASE - I~ AI( P4
DETAIL AT COLUMN BASE
DETAIL AT CORNER SHOWING PL ATES AND FIRST RIB
CHANNEL PLATE
PLATE AND ANCHOR BOLT
20
TION
ATION
CORNER DETAIL
FOUNDATIONS IN PLACE
a A Level the site =
rately to dimensior s 5-~
Excavate for wa S-
anchor bolts noting tha c ~- _
above finished floor line 2 - - - -- --
gineer in charge of erect -shy
suit local soil conditio-5
improperly set cut ne
torch or cold chisel
B Level the plates s-
When plates are true ~ _ -= =
with lean cement lO -~- ~-=- unit for details not sf - -- - shy
--
ADAPTATION COLUMNS GIRDERS AND STRUTS
COLUMNS AND GIRDERS SHOWING ORDER OF ERECTION bull
3 middot DIA STITCH BC middotS
STAGGERED
OPEN HOLES
bull ------
0
DETAIL AT COLUMN BASE
DJ G s 1S
22
=
ADAPTATION
COLUMNS GIoJLOIImiddot
C Next assemble the be - - DETAIL 2
erect in the same way ins~
ing N 1 This frame wi -
bull installing the four rib Seuro bullbull shy
wood staging can be no ~
in the manner just ot ~-= -
DETAIL 1
n A Assemble columns gin-=_
y e sections) on the grour
-
shy
tion in the building Boi
gether with 314 x I1jz stitch bo
one open hole opposite each bo
B Build wooden staging simi ashy
drawings Then assemble on - - r
~
-~___=O
_ _
marked A on drawing comple euro
column caps and bases knee b r aeshy
angles and bent plates for rib
bent into position brace and
bolts
RIBS AND GIRDERS
ADAPTATION
COLUMNS GIRDERS AND STRUTS
DETAIL 4 DETAIL 3
Ys SQ NUTS
W ASHERS FOR TIE RODSDETAIL OF TIE RODS
24 DETAIL SHOWING ANGLE CONNECTION
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
-00
-BILL OF MATERIAL FOR 1 BUILDI NG Item N o o f Mark Pieces
6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1
1 72
B6 4 Al 4
4L2 L3 8
RC1 20 240 240 100 100
3500
350 3500 3500
3500
100I
PI 26 -
Crate Contents
HD816 American Fork amp Hoe Claw Hammer 1510 Mayhew Steel 101 Screw Drivers 1 x 8 11 Endres Center Punches
I 175 Warren Drift Pins AC1l2 Crescent 12 1 Adjustable Wrenches 21 Sargent 16 oz Plumb Bob 14 Danielson 10 1 Combination Pliers A9 Endres 11 Cold Chisels 236 Stanley 60 1 ZZ Rule ISO Coil 16 Ga Annealed Wire 250 Coil 9 Ga Annealed Wire 24 Warren Wrecking Bar 809 Atkins 26 Hand Saw 274 F E Hand Axe (American Fork amp Hoe) 347N 24 Wood Level Stanley Balls 100 Masons Line Pcs Blue Chalk 2165 Union Hack Saw Frame and 6 Blades 60 Coil Sisal Rope (Bowan amp Allison) B1 Crescent Mastic Guns A110 Crescent 10 Adjustable Wrench
NOTE Tool Kits-5 Tool Kits Required for 8 Buildings
I
Set Erection Instructions Yz l Dia x 8 Anchor Bolts with Nuts and Washes 31 x U61 Splice Plates 08Yzl 6 1 x 13 Ga Channel 0 2 Yzl Angles 2 x 2I x 8 Ga O 10 11 Angles 3 1 x 2 1 X 8 Ga O2 Yzl 3 1 Raft er Clips 1 x 1 Y M ach Bolts with Sq Nuts 1 Cut Steel Washers Yzl x 11 Machine Bolts with Sq Nuts Yzl Cut Steel Washers 14 x 1 Cadmium Plated Sheet Metal Screws P K
Style A 8d Common Nails 8d Double Head Galv Nails Comb Steel and Fibre Washers with 140 Dia Hole
in Center Comb Steel and Fibre Washers with 250 1 Dia Hole
in Center Filshie Nails 6 x 1 x 16 Ga Channel PI 4 2 Lg
-
Item Mark
lOR 10L 11
W100R W100L WI01
L1 T1R TIL Sl S2 S3 S4 S5
T24 T48 P2 P6 P7 P8
N o of Pieces
2 2 2 4
16 4
12 8
2 4
16 2 6 2 2 4
I 8 8
4 2 2 4
20 20
4 2 2 4 4 4 4 4 4 8 4 4 4 8
Crate Contents
BULKHEAD SHEETS (Continued)
26 1 x 102 1 x 26 Ga Galv Corr Sheet 26 1 x 102 1 x 26 Ga Galv Corr Sheet 261 X 136 11 x 26 Ga Galv Corr Sheet 261 x 1261 x 26 Ga Galv Corr Sheet 26 1 x 1241 x 26 Ga Galv Corr Sheet 26 x 56 1 x 26 Ga Galv Corr Sheet 261 x 521 x 26 Ga Galv Corr Sheet 261 x 26 x 26 Ga Galv Corr Sheet
Pro 601 x 12 0 1 Steel Sliding Doors 19 x 31 End Track Brackets 18 x 31 Track Brackets 11 x 31 Center Brackets Pcs 31 Door Track 8 0 1 Long Pro 55 Door Guide Rollers with Lag Screws 171-2 Door Center Floor Stops Pro 20 -2 Door Trucks 16 x 2 Yzl Lg F H Wood Screws 122 USE Screw Anchors 1 ID x 21 Lg for 16 Wood
Screws Diamond Expansion Shields for 11 Lag Screws L 1Ys X 1 x 12 Ga x 0 6 (Door Wedge) L 1Ysl X x 12 Ga x 06 1 (Door Wedge) 2 x 12 Ga Door Tab 3 1 Long U61 x 11 R Hd Stove Bolts with Sq Nuts 1 Cut Steel Washers
BULKHEAD FRAMING
Angles 3 1 x 3 1 x 14 Ga Brace 8 3 74 Channels 4 741 x 3 1 X 11 14 Ga Girt 15 10 Channels 4 741 x 3 1 X 11 14 Ga Girt 15101 3 1 x 16 Ga SS Studs 1110 1 3 x 16 Ga SS Studs 15 10 3 x 16 Ga SS Studs 183 1 3 x 16 Ga SS Studs 19O Ys 3 1 x 16 Ga SS Studs 7 10 741 Half Stud Trimmers l11 Yz Half Stud Trimmers 3 11 Yz 3 x 1 x 16 Ga Channel PI 140 Long 6 1 x 1 x 13 Ga Channel 4 5 3 x 16 Ga Channel PI 11 11 1 3 x 16 Ga Channel PI 11 11
PR1
R1
R1
2R 2L 3R 3L 4R 4L 5R 5L 6R 6L 7R 7L 8R 8L 9R 9L
60 2~1f x 18 Ga Purlins 191l Ys
20 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
19 I 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
92 II 2771 x 92 x 24 Ga Corr Galv Sheets (Curved) Curved to 20 6 Rad Inside
5 Crates Reqd
BULKHEAD SHEETS
2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 54Yz x 26 Ga Galv Corr Sheet 2 26 x 54 Yz x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 G a Galv Corr Sheet 2 26 x 132 x 26 Ga Galv Corr Sheet 2 26 x 132 x 26 G a Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 89 y~ x 26 Ga Galv Corr Sheet 2 26 x 8971 x 26 Ga Galv Corr Sheet
II T3 B3
JR3 JL3
II S3 SB2
F2 F3
II
II
II
II
8 Window Sash 8 Window Heads 8 Window Sills 8 Window Jambs 8 Window Jambs
32 Splice Plates 8
160 Stay Bars 10 x 3i R H Type Z Parker Kalon Sht
Screws 8 8shy 32 x Ys RHMS
10 671 x 28 Ga Galv Flashing 54 28 3 71 x 5Ys x 28 Ga Galv Flashing (Curved) 64
1 5 Gal Can Mastic 1 5 Gal Can Paint 1 4 Wide Paint Brush
44 271 Corr Asphalt Strip 2 Wide 24 Lg
2 Metal Louvres Complete with Frame 2
28 24 Ga Sill FlashingY6 x 1 Stove Bolts with Nut amp Washer
10 x 71 Stove Bolts with Nut amp Washer 8 14 x Sheet Metal Screws Type A
104 I Splice Plates 5 x x 12 Ga x 21
Metal
DAPTATION E 0 SE UENCE
BULKHEAD FRAMING
ASSEMBLE FRAME U lATIONS
BULKHEAD SHEETS
1 Foundations Layout building SE~ E_ _
pour concrete Place channel plates
ROOFING SHEETS
COMPLETED BUILDING
2 Columns Girders and Struts
terior columns and beams bulkhead studs S4 =~ - - -- r
and T48 install rod and knee bracing P lu- b - ~-
standing columns (See pages 222324 an shy
3 Ribs and Purlins Assemble and raisE -shy
pages 26 and 27)
- _- 4 Bulkheads Assemble remainder - - shy
steel studs and girts hang doors imta
gated metal sheets louvres and fias h ~
5 Exterior Covering Insta ll g bull bull -- gt
sheets to purlins (See pages 30 a ~
ADAPTATION
FOUNDATION
1002
OUT TO
~ ~
b t
l 0 M 0 h b M
E ~
~ ~
~
~
I 0 ~
middot~ ~
~ 0 blt0
~
0 0 LL LL c-~0 0shy
Jgtgt 0 0
I
0shy ~ 0shy
rgt 0 gt
~ ~
Jgt
middot gt ~ middot ~ gt ~ 0shy
~ gt
~ ~
b
middot 0 0 M
b
~ ~
4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6
J1~i6f
~ ~ i shy
1 PI PI PI PI PI PI
r--- 1-shy
PLAN IS N SYMMETRICAL shy ABOUT ~
I -oT ~ 0
O-l--shy1
l shy r~- _ shy - shy - --shy -- shy1-
~
1 0 0
1 0
r~ rE---shy -shy _ bullbull _ -
Irl L - shy
~ CONCRETE FLOOR SLAB
0 0
~
r01 r~ L-l t~
I oT
201 200 100
0+ ~
(
I
~ PLAN IS SYMMETRICAL
ABOUT tf
~i~6 PI PI PI PI PI PI shy
4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6
3 6 46
PI
I
PI
3 6 4 6
ONE HALF FOUNDATION AND ANCHOR BOLT
OUT OF FOUNDATION
PLAN OTHER HALF SIMILAR EXCEPT OPPOSITE HAND
COL 14K C-I _____ _ 8~
h DIA x 8 ANCHOR gt-__ BOUS srI) MKG ~___ - ~
_~--~-~ -[-f---shy
---t-- ~ rth_~-COLUMN BASE - I~ AI( P4
DETAIL AT COLUMN BASE
DETAIL AT CORNER SHOWING PL ATES AND FIRST RIB
CHANNEL PLATE
PLATE AND ANCHOR BOLT
20
TION
ATION
CORNER DETAIL
FOUNDATIONS IN PLACE
a A Level the site =
rately to dimensior s 5-~
Excavate for wa S-
anchor bolts noting tha c ~- _
above finished floor line 2 - - - -- --
gineer in charge of erect -shy
suit local soil conditio-5
improperly set cut ne
torch or cold chisel
B Level the plates s-
When plates are true ~ _ -= =
with lean cement lO -~- ~-=- unit for details not sf - -- - shy
--
ADAPTATION COLUMNS GIRDERS AND STRUTS
COLUMNS AND GIRDERS SHOWING ORDER OF ERECTION bull
3 middot DIA STITCH BC middotS
STAGGERED
OPEN HOLES
bull ------
0
DETAIL AT COLUMN BASE
DJ G s 1S
22
=
ADAPTATION
COLUMNS GIoJLOIImiddot
C Next assemble the be - - DETAIL 2
erect in the same way ins~
ing N 1 This frame wi -
bull installing the four rib Seuro bullbull shy
wood staging can be no ~
in the manner just ot ~-= -
DETAIL 1
n A Assemble columns gin-=_
y e sections) on the grour
-
shy
tion in the building Boi
gether with 314 x I1jz stitch bo
one open hole opposite each bo
B Build wooden staging simi ashy
drawings Then assemble on - - r
~
-~___=O
_ _
marked A on drawing comple euro
column caps and bases knee b r aeshy
angles and bent plates for rib
bent into position brace and
bolts
RIBS AND GIRDERS
ADAPTATION
COLUMNS GIRDERS AND STRUTS
DETAIL 4 DETAIL 3
Ys SQ NUTS
W ASHERS FOR TIE RODSDETAIL OF TIE RODS
24 DETAIL SHOWING ANGLE CONNECTION
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
PR1
R1
R1
2R 2L 3R 3L 4R 4L 5R 5L 6R 6L 7R 7L 8R 8L 9R 9L
60 2~1f x 18 Ga Purlins 191l Ys
20 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
19 I 6 x 16 Ga 21 571 Ribs 2 Crates Reqd
92 II 2771 x 92 x 24 Ga Corr Galv Sheets (Curved) Curved to 20 6 Rad Inside
5 Crates Reqd
BULKHEAD SHEETS
2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 54Yz x 26 Ga Galv Corr Sheet 2 26 x 54 Yz x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 G a Galv Corr Sheet 2 26 x 132 x 26 Ga Galv Corr Sheet 2 26 x 132 x 26 G a Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 89 y~ x 26 Ga Galv Corr Sheet 2 26 x 8971 x 26 Ga Galv Corr Sheet
II T3 B3
JR3 JL3
II S3 SB2
F2 F3
II
II
II
II
8 Window Sash 8 Window Heads 8 Window Sills 8 Window Jambs 8 Window Jambs
32 Splice Plates 8
160 Stay Bars 10 x 3i R H Type Z Parker Kalon Sht
Screws 8 8shy 32 x Ys RHMS
10 671 x 28 Ga Galv Flashing 54 28 3 71 x 5Ys x 28 Ga Galv Flashing (Curved) 64
1 5 Gal Can Mastic 1 5 Gal Can Paint 1 4 Wide Paint Brush
44 271 Corr Asphalt Strip 2 Wide 24 Lg
2 Metal Louvres Complete with Frame 2
28 24 Ga Sill FlashingY6 x 1 Stove Bolts with Nut amp Washer
10 x 71 Stove Bolts with Nut amp Washer 8 14 x Sheet Metal Screws Type A
104 I Splice Plates 5 x x 12 Ga x 21
Metal
DAPTATION E 0 SE UENCE
BULKHEAD FRAMING
ASSEMBLE FRAME U lATIONS
BULKHEAD SHEETS
1 Foundations Layout building SE~ E_ _
pour concrete Place channel plates
ROOFING SHEETS
COMPLETED BUILDING
2 Columns Girders and Struts
terior columns and beams bulkhead studs S4 =~ - - -- r
and T48 install rod and knee bracing P lu- b - ~-
standing columns (See pages 222324 an shy
3 Ribs and Purlins Assemble and raisE -shy
pages 26 and 27)
- _- 4 Bulkheads Assemble remainder - - shy
steel studs and girts hang doors imta
gated metal sheets louvres and fias h ~
5 Exterior Covering Insta ll g bull bull -- gt
sheets to purlins (See pages 30 a ~
ADAPTATION
FOUNDATION
1002
OUT TO
~ ~
b t
l 0 M 0 h b M
E ~
~ ~
~
~
I 0 ~
middot~ ~
~ 0 blt0
~
0 0 LL LL c-~0 0shy
Jgtgt 0 0
I
0shy ~ 0shy
rgt 0 gt
~ ~
Jgt
middot gt ~ middot ~ gt ~ 0shy
~ gt
~ ~
b
middot 0 0 M
b
~ ~
4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6
J1~i6f
~ ~ i shy
1 PI PI PI PI PI PI
r--- 1-shy
PLAN IS N SYMMETRICAL shy ABOUT ~
I -oT ~ 0
O-l--shy1
l shy r~- _ shy - shy - --shy -- shy1-
~
1 0 0
1 0
r~ rE---shy -shy _ bullbull _ -
Irl L - shy
~ CONCRETE FLOOR SLAB
0 0
~
r01 r~ L-l t~
I oT
201 200 100
0+ ~
(
I
~ PLAN IS SYMMETRICAL
ABOUT tf
~i~6 PI PI PI PI PI PI shy
4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6
3 6 46
PI
I
PI
3 6 4 6
ONE HALF FOUNDATION AND ANCHOR BOLT
OUT OF FOUNDATION
PLAN OTHER HALF SIMILAR EXCEPT OPPOSITE HAND
COL 14K C-I _____ _ 8~
h DIA x 8 ANCHOR gt-__ BOUS srI) MKG ~___ - ~
_~--~-~ -[-f---shy
---t-- ~ rth_~-COLUMN BASE - I~ AI( P4
DETAIL AT COLUMN BASE
DETAIL AT CORNER SHOWING PL ATES AND FIRST RIB
CHANNEL PLATE
PLATE AND ANCHOR BOLT
20
TION
ATION
CORNER DETAIL
FOUNDATIONS IN PLACE
a A Level the site =
rately to dimensior s 5-~
Excavate for wa S-
anchor bolts noting tha c ~- _
above finished floor line 2 - - - -- --
gineer in charge of erect -shy
suit local soil conditio-5
improperly set cut ne
torch or cold chisel
B Level the plates s-
When plates are true ~ _ -= =
with lean cement lO -~- ~-=- unit for details not sf - -- - shy
--
ADAPTATION COLUMNS GIRDERS AND STRUTS
COLUMNS AND GIRDERS SHOWING ORDER OF ERECTION bull
3 middot DIA STITCH BC middotS
STAGGERED
OPEN HOLES
bull ------
0
DETAIL AT COLUMN BASE
DJ G s 1S
22
=
ADAPTATION
COLUMNS GIoJLOIImiddot
C Next assemble the be - - DETAIL 2
erect in the same way ins~
ing N 1 This frame wi -
bull installing the four rib Seuro bullbull shy
wood staging can be no ~
in the manner just ot ~-= -
DETAIL 1
n A Assemble columns gin-=_
y e sections) on the grour
-
shy
tion in the building Boi
gether with 314 x I1jz stitch bo
one open hole opposite each bo
B Build wooden staging simi ashy
drawings Then assemble on - - r
~
-~___=O
_ _
marked A on drawing comple euro
column caps and bases knee b r aeshy
angles and bent plates for rib
bent into position brace and
bolts
RIBS AND GIRDERS
ADAPTATION
COLUMNS GIRDERS AND STRUTS
DETAIL 4 DETAIL 3
Ys SQ NUTS
W ASHERS FOR TIE RODSDETAIL OF TIE RODS
24 DETAIL SHOWING ANGLE CONNECTION
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
DAPTATION E 0 SE UENCE
BULKHEAD FRAMING
ASSEMBLE FRAME U lATIONS
BULKHEAD SHEETS
1 Foundations Layout building SE~ E_ _
pour concrete Place channel plates
ROOFING SHEETS
COMPLETED BUILDING
2 Columns Girders and Struts
terior columns and beams bulkhead studs S4 =~ - - -- r
and T48 install rod and knee bracing P lu- b - ~-
standing columns (See pages 222324 an shy
3 Ribs and Purlins Assemble and raisE -shy
pages 26 and 27)
- _- 4 Bulkheads Assemble remainder - - shy
steel studs and girts hang doors imta
gated metal sheets louvres and fias h ~
5 Exterior Covering Insta ll g bull bull -- gt
sheets to purlins (See pages 30 a ~
ADAPTATION
FOUNDATION
1002
OUT TO
~ ~
b t
l 0 M 0 h b M
E ~
~ ~
~
~
I 0 ~
middot~ ~
~ 0 blt0
~
0 0 LL LL c-~0 0shy
Jgtgt 0 0
I
0shy ~ 0shy
rgt 0 gt
~ ~
Jgt
middot gt ~ middot ~ gt ~ 0shy
~ gt
~ ~
b
middot 0 0 M
b
~ ~
4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6
J1~i6f
~ ~ i shy
1 PI PI PI PI PI PI
r--- 1-shy
PLAN IS N SYMMETRICAL shy ABOUT ~
I -oT ~ 0
O-l--shy1
l shy r~- _ shy - shy - --shy -- shy1-
~
1 0 0
1 0
r~ rE---shy -shy _ bullbull _ -
Irl L - shy
~ CONCRETE FLOOR SLAB
0 0
~
r01 r~ L-l t~
I oT
201 200 100
0+ ~
(
I
~ PLAN IS SYMMETRICAL
ABOUT tf
~i~6 PI PI PI PI PI PI shy
4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6
3 6 46
PI
I
PI
3 6 4 6
ONE HALF FOUNDATION AND ANCHOR BOLT
OUT OF FOUNDATION
PLAN OTHER HALF SIMILAR EXCEPT OPPOSITE HAND
COL 14K C-I _____ _ 8~
h DIA x 8 ANCHOR gt-__ BOUS srI) MKG ~___ - ~
_~--~-~ -[-f---shy
---t-- ~ rth_~-COLUMN BASE - I~ AI( P4
DETAIL AT COLUMN BASE
DETAIL AT CORNER SHOWING PL ATES AND FIRST RIB
CHANNEL PLATE
PLATE AND ANCHOR BOLT
20
TION
ATION
CORNER DETAIL
FOUNDATIONS IN PLACE
a A Level the site =
rately to dimensior s 5-~
Excavate for wa S-
anchor bolts noting tha c ~- _
above finished floor line 2 - - - -- --
gineer in charge of erect -shy
suit local soil conditio-5
improperly set cut ne
torch or cold chisel
B Level the plates s-
When plates are true ~ _ -= =
with lean cement lO -~- ~-=- unit for details not sf - -- - shy
--
ADAPTATION COLUMNS GIRDERS AND STRUTS
COLUMNS AND GIRDERS SHOWING ORDER OF ERECTION bull
3 middot DIA STITCH BC middotS
STAGGERED
OPEN HOLES
bull ------
0
DETAIL AT COLUMN BASE
DJ G s 1S
22
=
ADAPTATION
COLUMNS GIoJLOIImiddot
C Next assemble the be - - DETAIL 2
erect in the same way ins~
ing N 1 This frame wi -
bull installing the four rib Seuro bullbull shy
wood staging can be no ~
in the manner just ot ~-= -
DETAIL 1
n A Assemble columns gin-=_
y e sections) on the grour
-
shy
tion in the building Boi
gether with 314 x I1jz stitch bo
one open hole opposite each bo
B Build wooden staging simi ashy
drawings Then assemble on - - r
~
-~___=O
_ _
marked A on drawing comple euro
column caps and bases knee b r aeshy
angles and bent plates for rib
bent into position brace and
bolts
RIBS AND GIRDERS
ADAPTATION
COLUMNS GIRDERS AND STRUTS
DETAIL 4 DETAIL 3
Ys SQ NUTS
W ASHERS FOR TIE RODSDETAIL OF TIE RODS
24 DETAIL SHOWING ANGLE CONNECTION
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
ADAPTATION
FOUNDATION
1002
OUT TO
~ ~
b t
l 0 M 0 h b M
E ~
~ ~
~
~
I 0 ~
middot~ ~
~ 0 blt0
~
0 0 LL LL c-~0 0shy
Jgtgt 0 0
I
0shy ~ 0shy
rgt 0 gt
~ ~
Jgt
middot gt ~ middot ~ gt ~ 0shy
~ gt
~ ~
b
middot 0 0 M
b
~ ~
4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6
J1~i6f
~ ~ i shy
1 PI PI PI PI PI PI
r--- 1-shy
PLAN IS N SYMMETRICAL shy ABOUT ~
I -oT ~ 0
O-l--shy1
l shy r~- _ shy - shy - --shy -- shy1-
~
1 0 0
1 0
r~ rE---shy -shy _ bullbull _ -
Irl L - shy
~ CONCRETE FLOOR SLAB
0 0
~
r01 r~ L-l t~
I oT
201 200 100
0+ ~
(
I
~ PLAN IS SYMMETRICAL
ABOUT tf
~i~6 PI PI PI PI PI PI shy
4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6
3 6 46
PI
I
PI
3 6 4 6
ONE HALF FOUNDATION AND ANCHOR BOLT
OUT OF FOUNDATION
PLAN OTHER HALF SIMILAR EXCEPT OPPOSITE HAND
COL 14K C-I _____ _ 8~
h DIA x 8 ANCHOR gt-__ BOUS srI) MKG ~___ - ~
_~--~-~ -[-f---shy
---t-- ~ rth_~-COLUMN BASE - I~ AI( P4
DETAIL AT COLUMN BASE
DETAIL AT CORNER SHOWING PL ATES AND FIRST RIB
CHANNEL PLATE
PLATE AND ANCHOR BOLT
20
TION
ATION
CORNER DETAIL
FOUNDATIONS IN PLACE
a A Level the site =
rately to dimensior s 5-~
Excavate for wa S-
anchor bolts noting tha c ~- _
above finished floor line 2 - - - -- --
gineer in charge of erect -shy
suit local soil conditio-5
improperly set cut ne
torch or cold chisel
B Level the plates s-
When plates are true ~ _ -= =
with lean cement lO -~- ~-=- unit for details not sf - -- - shy
--
ADAPTATION COLUMNS GIRDERS AND STRUTS
COLUMNS AND GIRDERS SHOWING ORDER OF ERECTION bull
3 middot DIA STITCH BC middotS
STAGGERED
OPEN HOLES
bull ------
0
DETAIL AT COLUMN BASE
DJ G s 1S
22
=
ADAPTATION
COLUMNS GIoJLOIImiddot
C Next assemble the be - - DETAIL 2
erect in the same way ins~
ing N 1 This frame wi -
bull installing the four rib Seuro bullbull shy
wood staging can be no ~
in the manner just ot ~-= -
DETAIL 1
n A Assemble columns gin-=_
y e sections) on the grour
-
shy
tion in the building Boi
gether with 314 x I1jz stitch bo
one open hole opposite each bo
B Build wooden staging simi ashy
drawings Then assemble on - - r
~
-~___=O
_ _
marked A on drawing comple euro
column caps and bases knee b r aeshy
angles and bent plates for rib
bent into position brace and
bolts
RIBS AND GIRDERS
ADAPTATION
COLUMNS GIRDERS AND STRUTS
DETAIL 4 DETAIL 3
Ys SQ NUTS
W ASHERS FOR TIE RODSDETAIL OF TIE RODS
24 DETAIL SHOWING ANGLE CONNECTION
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
TION
ATION
CORNER DETAIL
FOUNDATIONS IN PLACE
a A Level the site =
rately to dimensior s 5-~
Excavate for wa S-
anchor bolts noting tha c ~- _
above finished floor line 2 - - - -- --
gineer in charge of erect -shy
suit local soil conditio-5
improperly set cut ne
torch or cold chisel
B Level the plates s-
When plates are true ~ _ -= =
with lean cement lO -~- ~-=- unit for details not sf - -- - shy
--
ADAPTATION COLUMNS GIRDERS AND STRUTS
COLUMNS AND GIRDERS SHOWING ORDER OF ERECTION bull
3 middot DIA STITCH BC middotS
STAGGERED
OPEN HOLES
bull ------
0
DETAIL AT COLUMN BASE
DJ G s 1S
22
=
ADAPTATION
COLUMNS GIoJLOIImiddot
C Next assemble the be - - DETAIL 2
erect in the same way ins~
ing N 1 This frame wi -
bull installing the four rib Seuro bullbull shy
wood staging can be no ~
in the manner just ot ~-= -
DETAIL 1
n A Assemble columns gin-=_
y e sections) on the grour
-
shy
tion in the building Boi
gether with 314 x I1jz stitch bo
one open hole opposite each bo
B Build wooden staging simi ashy
drawings Then assemble on - - r
~
-~___=O
_ _
marked A on drawing comple euro
column caps and bases knee b r aeshy
angles and bent plates for rib
bent into position brace and
bolts
RIBS AND GIRDERS
ADAPTATION
COLUMNS GIRDERS AND STRUTS
DETAIL 4 DETAIL 3
Ys SQ NUTS
W ASHERS FOR TIE RODSDETAIL OF TIE RODS
24 DETAIL SHOWING ANGLE CONNECTION
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
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J
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1-1 bull
(Ie
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6 11bull
kil ( bull
A
111
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11bull
bull- A
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1
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-
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-=-(-50
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coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
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SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
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1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
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1 - ~ l
r 11
r
~ I
r r i
1 -~
~
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gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
--
ADAPTATION COLUMNS GIRDERS AND STRUTS
COLUMNS AND GIRDERS SHOWING ORDER OF ERECTION bull
3 middot DIA STITCH BC middotS
STAGGERED
OPEN HOLES
bull ------
0
DETAIL AT COLUMN BASE
DJ G s 1S
22
=
ADAPTATION
COLUMNS GIoJLOIImiddot
C Next assemble the be - - DETAIL 2
erect in the same way ins~
ing N 1 This frame wi -
bull installing the four rib Seuro bullbull shy
wood staging can be no ~
in the manner just ot ~-= -
DETAIL 1
n A Assemble columns gin-=_
y e sections) on the grour
-
shy
tion in the building Boi
gether with 314 x I1jz stitch bo
one open hole opposite each bo
B Build wooden staging simi ashy
drawings Then assemble on - - r
~
-~___=O
_ _
marked A on drawing comple euro
column caps and bases knee b r aeshy
angles and bent plates for rib
bent into position brace and
bolts
RIBS AND GIRDERS
ADAPTATION
COLUMNS GIRDERS AND STRUTS
DETAIL 4 DETAIL 3
Ys SQ NUTS
W ASHERS FOR TIE RODSDETAIL OF TIE RODS
24 DETAIL SHOWING ANGLE CONNECTION
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
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~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
=
ADAPTATION
COLUMNS GIoJLOIImiddot
C Next assemble the be - - DETAIL 2
erect in the same way ins~
ing N 1 This frame wi -
bull installing the four rib Seuro bullbull shy
wood staging can be no ~
in the manner just ot ~-= -
DETAIL 1
n A Assemble columns gin-=_
y e sections) on the grour
-
shy
tion in the building Boi
gether with 314 x I1jz stitch bo
one open hole opposite each bo
B Build wooden staging simi ashy
drawings Then assemble on - - r
~
-~___=O
_ _
marked A on drawing comple euro
column caps and bases knee b r aeshy
angles and bent plates for rib
bent into position brace and
bolts
RIBS AND GIRDERS
ADAPTATION
COLUMNS GIRDERS AND STRUTS
DETAIL 4 DETAIL 3
Ys SQ NUTS
W ASHERS FOR TIE RODSDETAIL OF TIE RODS
24 DETAIL SHOWING ANGLE CONNECTION
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
ADAPTATION
COLUMNS GIRDERS AND STRUTS
DETAIL 4 DETAIL 3
Ys SQ NUTS
W ASHERS FOR TIE RODSDETAIL OF TIE RODS
24 DETAIL SHOWING ANGLE CONNECTION
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
ADAPTATI
COLU
ASSEMBLING FRAME
ERECT FRAME
(Continued) D Now assemble bulkhead
frames each consisting of two studs S6 two S4
(connected with batten p lates B I) with rafter
dips RCI channel girt PS and half stud girts T48
Erect these frames complete fasten to channel plate
with Holtite screws brace and guy
E Erect the remainder of the girders in the braced
bay and install balance of rod sway bracing N 1 Check
for plumb and true up entire braced bay before proshy
ceeding
FRAME IN PLACE
F Assemble the free-standing columns in pairs and
erect by bents complete with girder and knee bracing
in the order used at braced bay Make sure that bent
plates B3 B4 and BS are attached to girder before
bents are raised
G As each bent is erected install rib sections R I and
purlins PR 1 between br aced bay and free-standing
column row This will brace column row until outer
row of ribs is in place
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
ADAPTATION
RIBS AND PURLINS
ONE HAlf
SPLICING RIBS KNEE BRAC ES 26
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
ION INS
END RIB
ERECT RIBS
A Working on the ground assemble all the
ribs that span between braced bay and channel
Holu -o
plates PI Using wood staging erect these ribs in ~e-
Raise an end rib first then follow with the others in
sequence securing each rib as it is raised to channel hl ~lC=e
plate Plat bottom and bent plate B3 B4 or BS as the
case may be at the girder As successive groups of ribs
are raised install the purlins between them using two
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
RIB SPLICE PLATE
IT~
ADAPTATION BULKHEADS
RI RI
RCI RC Rei Rei
u I T3
==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK
~1 shy
-~
-~3 T~E
~==== ======================~======== e==
P2
WIND GIRTS AND BATTEN PLATES AT STU DS S6
WIND GIRT SPLICE
BULKHEAD FRAMING STUD AND GlRl
28
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
-
-
F
~
Nail the curvrc -=~--shy
-
_
CUT flASHING F3 IN P E
f3
-
26 bull 124
26 bull 124
26 bull 124 26 ~ x 124 middot 26 )( =_
26 124 26 II
FINISH flOOR
ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)
DOOR JAMB
DOOR STA Y ROLLER
WITH SCREW
5 1 TO ltt
convex from outside of _
3 below bottom of c _shy
with filshie nail and -
DOOR JAMB AND STAY ROLLER
a A To the bulkhead frame already erected add
bull the studs 81 82 83 84 85 and 87 complete
with rafter clips RCI Add girts T24 remainder
of girts T48 and wind girt Note details of wind girt
splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia
sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of
which are marked with a number and the suffix L The D
corrugated sheets on the other half are applied in the to corrugated she--
same manner and order as on this half the numbers of the lowest piece
these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~
Turn this sheet so that bottom corrugation appears sary field cuttiq
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
ADAPTATION
EXTERIOR COVERING
MK-FIO
ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)
9 OVERHANG OF GUTTER MKshy F6
BOTTOM VIEW OF GUTTER AT BULKHEAD
20 GA GUTTER
MK-F6
MK-i6
TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR
30
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
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v ~ I
kpltv ~j J~ -
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- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
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12 middot 2yen fCQut-jlt Mtfpp
1-
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r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
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J
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6 11bull
kil ( bull
A
111
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11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
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1 - ~ l
r 11
r
~ I
r r i
1 -~
~
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gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
INSTALL TOP SHEETS LAST
E
BULKHEAD FLASHING F-3
A The roof area is drained by means of sheet
metal gutters at each row of columns These
gutters must be installed before roofing sheets
are applied Place gutter sections (F6 to F12 inclushy
sive) according to plan starting at outside walls and
working toward center of building Nail gutters to purshy
ins at either side of girders See detail of gutter overshy
hang at end walls
B The sides and roof of building are covered with 9 18
corrugated metal sheets 27 V2 wide by 92 long nailee
START WITH
to purlins with _
at 8 oc Sta
keeping be - icel
__ pcCla l plate T
laps a 1-d and
middottters beshy
- 1anner until
aps both side
shown on these
31
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
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~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
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1 I- shy
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9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
ADAPTATION
ADDJTIONAL MATERIAL FOR CONVERSI
ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)
ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)
32
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION
To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy
n_ m embers and corrugated sheets to be added and disshycarded
(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation
T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL
(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation
T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26
N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap
(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings
(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
ADAPTATION
WORKI G DRAW G
The drawings reproduced on the following
pages are the working drawings from which the
adaptation was manufactured On these drawshy
ings all the parts necessary to assemble the building
appear a long with their piece markings These drawshy
ings should be studied in conjunction with the erection
instructions and illustrations appearing in other parts
of the book When so used they will help the erector
understand the entire building and see the reason for
each successive operation We caution the erector not
to cut or repunch any part without first making sure
that cutting or punching is necessary as each member
was fabricated to fit into its respective position in the
building without additional cutting etc
34
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
r I
UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-
r OUT TO OUiO~~L~O~-o~7DATIO------
FLOOR PLAN 5GALI kic 0
bull bullbullbull shy __--oJ
-
0 z
8 0
~
~I z l
~ N
J w 00
~ QI ~ l
~ 0 0 ~ iI
~f bull
~ t -lt- shy 0 ~ - 1- shys
1 I- shy
~------ -t----- shy
9 t(f
G I (eR WlblOT Jo t( la ~~
f
STI C ec TS
STACCEID
D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB
bull
t~=llM~~~
u bull~ middotbullJ
~ Iibullbullmiddot
5HEI1TS 24CA SEI D AIL ntecca J J
1__ _ __
S bull -~
1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ
~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----
ROQF PLAN ScALt I~ ro
00 TO ovT OF FOUNDATIOH
E~QNT ELEVATION CALE E -10
~
if 0
~
I 0 ~~ SltJI ~ lt
~
(-1
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
_____ _
---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy
FOUND A TION amp ANCHO~ DOLT
B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I
CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG
NO S CALE
~ IL PLAN OF TYPICAL CORNEIlt
I TorN
-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~
OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO
oUI f SOl COHOITICHS
L
-~ I
5ECTION reg
3~e to $ TUP $ - ~ -shy
~lmiddot CH A L PUTL
pOT L Gi t~ T 3shy
hb_FI egt RAOa
1
5cALe lz 10
FiEgtff WASHES- emiddot CI~middot
amp
D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO
- T
z~ S) PURL-IN
- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$
fi C HANL PLATEgt
HOT LESS THAN
F IN COP-ADpound
T
1 SECTION
CALamp I ~ [C
COLUMN C
z+)I SANCHO I
SaLTS SIOI [ ~c
COLUMN 8Aa ----------------l ~ P4
PLAN
PLAN
T LE 2tC S-A-ND---- V~A]T[J0 NlE5
COLUMN IK e I
SIZE O F FOOTI He VARIES 10 gtUIT
SOIL C()NDtTIONS
GS
SECT ION
DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt
STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION
SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION
PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
~
~ f lti
i
bull( Iiil bull3 0 ~
bull g ~ 11
I Q
1 1 1 1 1
~I ~I ~
9
51
~I ~i
~
Bl
LI lmiddot lA] l-~ I
v ~ I
kpltv ~j J~ -
Illmiddot 2tj P1J~Li Mil PPI r-
- -1gtmiddot 2 gtuRt ~ PRt - - C- M
0
12middotzr PJQLIIo4S- 14 PI I
~ 3
~I bull
12 middot 2yen fCQut-jlt Mtfpp
1-
bull
middot ~ bull
--
---- _Il d -~ _ PR ~ s
r- ~c pa
----1 r~ -lmiddot t 1 t ~
0lt_ -
-
9~~9 j i
_2ff~~
J
w I~
~~ r~c -
~
1-1 bull
(Ie
fl
6 11bull
kil ( bull
A
111
Lt
11bull
bull- A
~ 11
1
Ll f
-
-
~OfIO
-=-(-50
I=~MING
coLLYlNmiddot2MI( Gmiddotl
-DETAIL - CoCAlIiilii~ I~d -
HALF SIksect
SECTlOt- =
36
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
~~~~~~~~ MATEBIAL~~1 5CARDED
51 5 2 53 rmiddot24
T- I L
~MATEBIAL ~ SoG 1ti 54
57 1- 3XmiddotCHANmiddotj PLATe IM P3
d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48
FJAFiEA CLIPtHmiddot Re- L
i L2 MltLmiddot3
PLATES ~ amp-
OF BULKHEAD FPAMING
49-- 2-0_____ 2 bull
~ - ifgt
III ~HIXlW ~ WINOOW
El l ~i oPeNNG ~ ~Hl1laquoio
~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt
~~Qllt FoO Igt)J
4-O~
PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I
lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~
PlAN OF lRACilt BRACKETS
- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~
1- VlliD GIRT ~
3 - 3~- STUD S
Z- middotk d 2- lb Jo K
1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS
4L dbull 9 - BATTE7I
PLAN OF BULltHEAD I=~AMIN6 UNIT A
_I
~
i~r~
~fJQ tomiddot~ PAD ON 11
~KNbull kltbocT --- T- ~ r
AW- ~I~ t-
_ La
~
10Altgt0FyentD --shy
eGIgtLmiddotMIOL2 ----
ampGA Lmiddot IN- L~ 0---~ ~JB()tT -
Mspuc middot13lt0
DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~
ALL eotTS- t~
DETAIL
~ 0 1
~------------~~------------~L-__ LOflGITUDtNAL SECTION
CAP
SECTION
middot P4
-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN
DEllOn MtOtlOAN
fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON
F=~ING PLAN ~ OETALS ~ UNIT
gu esc CV1~ CKU cz -C-17112
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
I
91 0 8 ~
0 - 0
-w ~ GJ middot 0 I ~ 5 middot~
~
lt0 bullii
shy l
I
r
1
~ 0 ~ pound g 0middot gt
B ~ N II) middot 0bull~~ Ii
8 N bull3 ~
-1-shy 11-shy 1--1 -shy
1 - ~ l
r 11
r
~ I
r r i
1 -~
~
-shy ~ - r--shy
gn
I I I
Ii I
1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll
hl-rt-~----T~-~~~ i[IL--I~~ - I I r
~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~
I ~ 0 c ur VfoD PIS
51~3 uH Amiddot_______ --I
ROO F PLAt-L sc l-pound 18~~
SECTION shySCALE 3~ ~cgt
(0- CUJVfD R1lgt
CQRRSJteen
CIlRYlD TO 2O~rD - i---shy
r It FLOO~
h--JlI= ~7I_LqJL ~ j
SECTION
-shy -r-shy
-~
A cgt
PLA Ty p rr ~
SECTION
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0
LASHING F3 FOP EVfY HEADS)
-l FLOOR
~ETAL LorJVrmiddotf3
S~t OET All co
51-3 UNIT A
f 40 0 +
t soc
~~~==~~IL-~-l~--4middot
37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT
-~ HoOLTITE
~
COAR SHEETc
(t HCPCOG
COI4~ WASHER ad DoUBU IiMD
ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d
~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA
H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22
OF TWO LIN ITOF rIZI SHOWN caRR
24 GA CURVED TO 70-lt AADILlS
( 5TEEL DECgtltING
-T4 bull 50 lt
- c =-- ~ I ~ -_~ middot LtO I n
Z ~~ PLI U Ii
f~ SCREWS
UTT~9
r NAIL fshy
MAl L~
SHo
sECTION
4 shy
~ TWD~lt
l--gt--ia---t
sECTION
I
STEEL SWDING DOOR SEf OET SHA 4 5
NOTED
STRAN STEE L DIVISION
cmoU om I-G- 1711 2
GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN
C3
edo tY 9R dG 2G~( za M
MATERIAL p ~HFET tyen II
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LASHING F3 FOP EVfY HEADS)
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51-3 UNIT A
f 40 0 +
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37
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us
-
__ shy
- -~~
Dimensiors ~----shy
t- --
INDEX
BASIC UNIT Page
Erection Sequence 1
Foundation 2 and 3
Bulkhead Framing 6 and 7
Bulkhead Covering Doors and Windows 8 and 9
Side and Roof Covering 10 and 11
Scaffolding 12
Suggestions to Erector 13
Working Drawings 14 15 16 17 and 18
ADAPTATION
Erection Sequence 19
Foundation 20 and 21
Columns Girders and Struts 22 2324 and 25
Ribs and Purlins 26 and 27
Bulkheads 28 and 29
Exterior Covering 30 and 31
Additional Material for Conversion 32 and 33
Working Drawings 343536 and 37
PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE
TH E STRAN-STEEl
The distincti e
the nailing g~
Stran-Steel j
together The sma l shy -
these pieces is just c ~ ~ ordinary nail Wrer -
groove it is defor~ middot _
of steel with a bo - ~ -
than that of wood 1- shy
materials are secured
with the ordinary h -c---==-shy
Construction in whic
used proceeds in the shy
framing
conform exactly to
collateral materials us